-
1
-
-
0028548677
-
Deformation in composite prestressed concrete bridge deck panels
-
R.E. Abendroth, Deformation in composite prestressed concrete bridge deck panels, J. Struct. Eng. ASCE 120 (11) (1994) 3223-3242.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.11
, pp. 3223-3242
-
-
Abendroth, R.E.1
-
2
-
-
0029378880
-
Diaphragm effectiveness in prestressed-concrete girder bridges
-
R.E. Abendroth et al., Diaphragm effectiveness in prestressed-concrete girder bridges, J. Struct. Eng. ASCE 121 (9) (1995) 1362-1369.
-
(1995)
J. Struct. Eng. ASCE
, vol.121
, Issue.9
, pp. 1362-1369
-
-
Abendroth, R.E.1
-
3
-
-
0029206046
-
Instrumentation and intelligence issues in bridge health monitoring
-
A.E. Aktan et al., Instrumentation and intelligence issues in bridge health monitoring, Proc. SPIE 2446 (1995) 106-115.
-
(1995)
Proc. SPIE
, vol.2446
, pp. 106-115
-
-
Aktan, A.E.1
-
4
-
-
0029490868
-
Issues in rating steel-stringer bridges
-
A.E. Aktan et al., Issues in rating steel-stringer bridges, Transp. Res. Rec. 1476 (1995) 129-138.
-
(1995)
Transp. Res. Rec.
, vol.1476
, pp. 129-138
-
-
Aktan, A.E.1
-
5
-
-
0029634759
-
A Kalman filter approach for galloping control of a bridge tower
-
S.M.S. Alam et al., A Kalman filter approach for galloping control of a bridge tower, Comput. Struct. 57 (1) (1995) 67-79.
-
(1995)
Comput. Struct.
, vol.57
, Issue.1
, pp. 67-79
-
-
Alam, S.M.S.1
-
6
-
-
0031139251
-
Dynamic structural assessment of a highway bridge via hybrid FE model and in situ testing
-
H. Alaylioglu, A. Alaylioglu, Dynamic structural assessment of a highway bridge via hybrid FE model and in situ testing, Comput. Struct. 63 (3) (1997) 439-453.
-
(1997)
Comput. Struct.
, vol.63
, Issue.3
, pp. 439-453
-
-
Alaylioglu, H.1
Alaylioglu, A.2
-
7
-
-
0030787662
-
Static behaviour simulation of a bridge structure by an FE-PC model
-
H. Alaylioglu, A. Alaylioglu, Static behaviour simulation of a bridge structure by an FE-PC model, Simulation Practical Theory 5 (1) (1997) 49-63.
-
(1997)
Simulation Practical Theory
, vol.5
, Issue.1
, pp. 49-63
-
-
Alaylioglu, H.1
Alaylioglu, A.2
-
8
-
-
0029633888
-
Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings
-
H.M. Ali, A.M. Abdel-Ghaffar, Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings, Comput. Struct. 54 (3) (1995) 461-492.
-
(1995)
Comput. Struct.
, vol.54
, Issue.3
, pp. 461-492
-
-
Ali, H.M.1
Abdel-Ghaffar, A.M.2
-
10
-
-
0030243059
-
Flexural strength of externally prestressed concrete bridges
-
A.C. Aparicio, G. Ramos, Flexural strength of externally prestressed concrete bridges, ACI Struct. J. 93 (5) (1996) 512-523.
-
(1996)
ACI Struct. J.
, vol.93
, Issue.5
, pp. 512-523
-
-
Aparicio, A.C.1
Ramos, G.2
-
11
-
-
0029485698
-
Modal analysis for masonry arch bridge spandrel wall separation identification
-
D.M. Armstrong et al., Modal analysis for masonry arch bridge spandrel wall separation identification, NDT E Int. 28 (6) (1995) 377-386.
-
(1995)
NDT E Int.
, vol.28
, Issue.6
, pp. 377-386
-
-
Armstrong, D.M.1
-
12
-
-
0030243763
-
Structural strength of bridge decks reinforced with welded wire fabric
-
B.M. Ayyub et al., Structural strength of bridge decks reinforced with welded wire fabric, J. Struct. Eng. ASCE 122 (9) (1996) 989-997.
-
(1996)
J. Struct. Eng. ASCE
, vol.122
, Issue.9
, pp. 989-997
-
-
Ayyub, B.M.1
-
13
-
-
0028550478
-
Old concrete slab bridges - II: Analysis
-
A. Azizinamini et al., Old concrete slab bridges - II: analysis, J. Struct. Eng. ASCE 120 (11) (1994) 3305-3319.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.11
, pp. 3305-3319
-
-
Azizinamini, A.1
-
14
-
-
0010643422
-
Effects of pavement-falling weight deflectometer interaction on measured pavement response
-
K.M. Boddapati, S. Nazarian, Effects of pavement-falling weight deflectometer interaction on measured pavement response, ASTM Spec. Publ. (1198) (1994) 326-340.
-
(1994)
ASTM Spec. Publ.
, Issue.1198
, pp. 326-340
-
-
Boddapati, K.M.1
Nazarian, S.2
-
15
-
-
0028372533
-
Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges
-
V. Boonyapinyo et al. Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges, J. Struct. Eng. ASCE 120 (2) (1994) 486-506.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.2
, pp. 486-506
-
-
Boonyapinyo, V.1
-
16
-
-
0040667556
-
Verification of numerical analysis of precast concrete pavement units by laboratory tests that simulate aircraft over-running
-
H.J. Siriwardane (Ed.), Geomechanics, Balkema
-
J.W. Bull, Y.B. Luheshi, Verification of numerical analysis of precast concrete pavement units by laboratory tests that simulate aircraft over-running, in: H.J. Siriwardane (Ed.), Computer Methods in Advanced. Geomechanics, Balkema, 1994, pp. 1441-1446.
-
(1994)
Computer Methods in Advanced
, pp. 1441-1446
-
-
Bull, J.W.1
Luheshi, Y.B.2
-
17
-
-
0029416086
-
Analysis of membrane action in reinforced unpaved roads
-
H.J. Burd, Analysis of membrane action in reinforced unpaved roads, Canad. Geotech. J. 32 (6) (1995) 946-956.
-
(1995)
Canad. Geotech. J.
, vol.32
, Issue.6
, pp. 946-956
-
-
Burd, H.J.1
-
18
-
-
0028737068
-
Influence function approach to analysis of jointed Portland cement concrete pavement
-
C.R. Byrum, W. Hansen, Influence function approach to analysis of jointed Portland cement concrete pavement, Transp. Res. Rec. 1449 (1994) 148-158.
-
(1994)
Transp. Res. Rec.
, vol.1449
, pp. 148-158
-
-
Byrum, C.R.1
Hansen, W.2
-
19
-
-
0029757052
-
Behavior of RC bridge decks with flexible girders
-
L. Cao et al., Behavior of RC bridge decks with flexible girders, J. Struct. Eng. ASCE 122 (1) (1996) 11-19.
-
(1996)
J. Struct. Eng. ASCE
, vol.122
, Issue.1
, pp. 11-19
-
-
Cao, L.1
-
20
-
-
0031075432
-
Experimental load rating of a posted bridge
-
M.J. Chajes et al., Experimental load rating of a posted bridge, J. Bridge Eng. 2 (1) (1997) 1-10.
-
(1997)
J. Bridge Eng.
, vol.2
, Issue.1
, pp. 1-10
-
-
Chajes, M.J.1
-
21
-
-
0028022312
-
Dynamic model for analysis of concrete pavements
-
Atlanta, ASCE
-
K. Chatti et al., Dynamic model for analysis of concrete pavements, Struct. Cong. XII, Atlanta, ASCE, 1994, pp. 984-989.
-
(1994)
Struct. Cong. XII
, pp. 984-989
-
-
Chatti, K.1
-
22
-
-
0028748001
-
Dynamic finite-element analysis of jointed concrete pavements
-
K. Chatti et al., Dynamic finite-element analysis of jointed concrete pavements, Transp. Res. Rec. (1449) (1994) 79-90.
-
(1994)
Transp. Res. Rec.
, Issue.1449
, pp. 79-90
-
-
Chatti, K.1
-
23
-
-
0029252265
-
Prediction of lateral distribution of vehicular live loads on bridges with unequally spaced girders
-
Y. Chen, Prediction of lateral distribution of vehicular live loads on bridges with unequally spaced girders, Comput. Struct. 54 (4), (1995) 609-620.
-
(1995)
Comput. Struct.
, vol.54
, Issue.4
, pp. 609-620
-
-
Chen, Y.1
-
24
-
-
0029634171
-
Refined and simplified methods of lateral load distribution for bridges with unequally spaced girders: I - Theory
-
Y. Chen, Refined and simplified methods of lateral load distribution for bridges with unequally spaced girders: I - Theory, Comput. Struct. 55 (1) (1995) 1-15.
-
(1995)
Comput. Struct.
, vol.55
, Issue.1
, pp. 1-15
-
-
Chen, Y.1
-
25
-
-
0029634116
-
Refined and simplified methods of lateral load distribution for bridges with unequally spaced girders: II - Applications
-
Y. Chen, Refined and simplified methods of lateral load distribution for bridges with unequally spaced girders: II - Applications, Comput. Struct. 55 (1) (1995) 17-32.
-
(1995)
Comput. Struct.
, vol.55
, Issue.1
, pp. 17-32
-
-
Chen, Y.1
-
26
-
-
0029251174
-
Bridges with unequally spaced girders
-
Y. Chen, Bridges with unequally spaced girders, Modern Steel Constr. 35 (2), (1995) 24-26.
-
(1995)
Modern Steel Constr.
, vol.35
, Issue.2
, pp. 24-26
-
-
Chen, Y.1
-
27
-
-
0030567330
-
Modeling and analysis methods of bridges and their effects on seismic responses: I - Theory
-
Y. Chen, Modeling and analysis methods of bridges and their effects on seismic responses: I - Theory, Comput. Struct. 59 (1) (1996) 81-98.
-
(1996)
Comput. Struct.
, vol.59
, Issue.1
, pp. 81-98
-
-
Chen, Y.1
-
28
-
-
0030567324
-
Modeling and analysis methods of bridges and their effects on seismic responses: II - Implementation
-
Y. Chen, Modeling and analysis methods of bridges and their effects on seismic responses: II - Implementation, Comput. Struct. 59 (1) (1996) 99-114.
-
(1996)
Comput. Struct.
, vol.59
, Issue.1
, pp. 99-114
-
-
Chen, Y.1
-
29
-
-
0040073969
-
Effects of irregularities on the dynamic response of pavements in non-destructive tests
-
H.J. Siriwardane (Ed.), Balkema
-
C.C. Chiang et al., Effects of irregularities on the dynamic response of pavements in non-destructive tests, in: H.J. Siriwardane (Ed.), Computer. Methods in Advanced Geomechanics, Balkema, 1994, pp. 1447-1452.
-
(1994)
Computer. Methods in Advanced Geomechanics
, pp. 1447-1452
-
-
Chiang, C.C.1
-
31
-
-
0029321481
-
The influence of roadway surface irregularities and vehicle deceleration on bridge dynamics using the method of lines
-
K. Chompooming, M. Yener, The influence of roadway surface irregularities and vehicle deceleration on bridge dynamics using the method of lines, J. Sound Vib. 183 (4) (1995) 567-589.
-
(1995)
J. Sound Vib.
, vol.183
, Issue.4
, pp. 567-589
-
-
Chompooming, K.1
Yener, M.2
-
32
-
-
0027932070
-
Structural analysis of pavements: State-of-the-art
-
Atlanta, ASCE
-
Y.T. Chou, Structural analysis of pavements: state-of-the-art, Struct. Cong. XII, Atlanta, ASCE, (1994) pp. 958-963.
-
(1994)
Struct. Cong. XII
, pp. 958-963
-
-
Chou, Y.T.1
-
33
-
-
0029333518
-
Estimating load transfer from measured joint efficiency in concrete pavements
-
Y.T. Chou, Estimating load transfer from measured joint efficiency in concrete pavements, Transp. Res. Rec. (1482) (1995) 19-25.
-
(1995)
Transp. Res. Rec.
, Issue.1482
, pp. 19-25
-
-
Chou, Y.T.1
-
35
-
-
0029755502
-
Analysis of concrete cable-stayed bridges for creep, shrinkage and relaxation effects
-
N.C. Cluley, R. Shepherd, Analysis of concrete cable-stayed bridges for creep, shrinkage and relaxation effects, Comput. Struct. 58 (2) (1996) 337-350.
-
(1996)
Comput. Struct.
, vol.58
, Issue.2
, pp. 337-350
-
-
Cluley, N.C.1
Shepherd, R.2
-
36
-
-
0029413963
-
A theoretical analysis of fatigue cracking in flexible pavements
-
A.C. Collop, D. Cebon, A theoretical analysis of fatigue cracking in flexible pavements, Proc. Inst. Mech. Eng. Part C 209 (5), (1995) 345-361.
-
(1995)
Proc. Inst. Mech. Eng. Part C
, vol.209
, Issue.5
, pp. 345-361
-
-
Collop, A.C.1
Cebon, D.2
-
37
-
-
0028134453
-
Nonlinear analysis and experimental validation of a stiffening truss chord of the Golden Gate bridge
-
R.A. Dameron et al., Nonlinear analysis and experimental validation of a stiffening truss chord of the Golden Gate bridge, Comput. Civil Eng. ASCE (2) (1994) 1106-1114.
-
(1994)
Comput. Civil Eng. ASCE
, Issue.2
, pp. 1106-1114
-
-
Dameron, R.A.1
-
38
-
-
0029405476
-
Local deck effects in stress-laminated T-system timber bridges
-
J.F. Davalos, H.A. Salim, Local deck effects in stress-laminated T-system timber bridges, Struct. Eng. Rev. 7 (4) (1995) 267-276.
-
(1995)
Struct. Eng. Rev.
, vol.7
, Issue.4
, pp. 267-276
-
-
Davalos, J.F.1
Salim, H.A.2
-
39
-
-
0030243765
-
Cross-frame spacing and parametric effects in horizontally curved I - Girder bridges
-
J.S. Davidson et al., Cross-frame spacing and parametric effects in horizontally curved I - girder bridges, J. Struct. Eng. ASCE 122 (9) (1996) 1089-1096.
-
(1996)
J. Struct. Eng. ASCE
, vol.122
, Issue.9
, pp. 1089-1096
-
-
Davidson, J.S.1
-
40
-
-
0028529758
-
Field behavior and modeling of cracked-and-seated semirigid pavement after rehabilitation
-
M. De Beer et al., Field behavior and modeling of cracked-and-seated semirigid pavement after rehabilitation, Transp. Res. Rec. (1448) (1994) 83-91.
-
(1994)
Transp. Res. Rec.
, Issue.1448
, pp. 83-91
-
-
De Beer, M.1
-
41
-
-
0028713776
-
Concrete pavement modelling
-
Gold Coast, Australia
-
G.S. Donald, G.P. Ayton, Concrete pavement modelling, Pavement Design Perf. Qual. Road Constr., Gold Coast, Australia, 1994, pp. 51-67.
-
(1994)
Pavement Design Perf. Qual. Road Constr.
, pp. 51-67
-
-
Donald, G.S.1
Ayton, G.P.2
-
42
-
-
0029333847
-
Use of alternative materials in pavement frost protection: Material characteristics and performance modeling
-
G. Dore et al., Use of alternative materials in pavement frost protection: material characteristics and performance modeling, Transp. Res. Rec. (1481) (1995) 63-74.
-
(1995)
Transp. Res. Rec.
, Issue.1481
, pp. 63-74
-
-
Dore, G.1
-
43
-
-
0039482308
-
-
Ph.D. Thesis, Wayne State University
-
H.N. Dubaisi, Methodologies for modal identification, field measurements, and seismic analysis of reinforced concrete box-girder bridges, Ph.D. Thesis, Wayne State University, 1994.
-
(1994)
Methodologies for Modal Identification, Field Measurements, and Seismic Analysis of Reinforced Concrete Box-girder Bridges
-
-
Dubaisi, H.N.1
-
44
-
-
0029542980
-
Shear distribution in simply supported skew composite bridges, Canad
-
T. Ebeido, J.B. Kennedy, Shear distribution in simply supported skew composite bridges, Canad. J. Civil Eng. 22 (6) (1995) 1143-1154.
-
(1995)
J. Civil Eng.
, vol.22
, Issue.6
, pp. 1143-1154
-
-
Ebeido, T.1
Kennedy, J.B.2
-
45
-
-
0030082206
-
Girder moments in continuous skew composite bridges
-
T. Ebeido, J.B. Kennedy, Girder moments in continuous skew composite bridges, J. Bridge Eng. 1 (1), (1996) 37-45.
-
(1996)
J. Bridge Eng.
, vol.1
, Issue.1
, pp. 37-45
-
-
Ebeido, T.1
Kennedy, J.B.2
-
46
-
-
0030217084
-
Girder moments in simply supported skew composite bridges
-
T. Ebeido, J.B. Kennedy, Girder moments in simply supported skew composite bridges, Canad. J. Civil Eng. 23 (4) (1996) 904-916.
-
(1996)
Canad. J. Civil Eng.
, vol.23
, Issue.4
, pp. 904-916
-
-
Ebeido, T.1
Kennedy, J.B.2
-
47
-
-
0030289632
-
Shear and reaction distributions in continuous skew composite bridges
-
T. Ebeido, J.B. Kennedy, Shear and reaction distributions in continuous skew composite bridges, J. Bridge Eng. 1 (4) (1996) 155-165.
-
(1996)
J. Bridge Eng.
, vol.1
, Issue.4
, pp. 155-165
-
-
Ebeido, T.1
Kennedy, J.B.2
-
50
-
-
0030086867
-
Service load test of 1 : 3 scale shell bridge model
-
F.S. Fanous et al., Service load test of 1 : 3 scale shell bridge model, J. Struct. Eng. ASCE 122 (2) (1996) 210-216.
-
(1996)
J. Struct. Eng. ASCE
, vol.122
, Issue.2
, pp. 210-216
-
-
Fanous, F.S.1
-
51
-
-
0029735027
-
Coupled nonlinear analysis of airport pavements
-
Chicago, ASCE
-
T.E. Fenske et al., Coupled nonlinear analysis of airport pavements, 12th Conf. Anal. Comput., Chicago, ASCE, 1996, pp. 435-443.
-
(1996)
12th Conf. Anal. Comput.
, pp. 435-443
-
-
Fenske, T.E.1
-
52
-
-
2642557574
-
Reliability analysis of the cable stayed bridge in construction and service stages
-
G.I. Schueller (Ed.), Balkema
-
A. Florian, J. Navratil, Reliability analysis of the cable stayed bridge in construction and service stages, in: G.I. Schueller (Ed.), Structural Safety and Reliability, Balkema, 1994, pp. 869-877.
-
(1994)
Structural Safety and Reliability
, pp. 869-877
-
-
Florian, A.1
Navratil, J.2
-
53
-
-
0028115288
-
Response of stressed timber T-and box-beam bridges
-
Atlanta ASCE
-
H. Ganga Rao, Response of stressed timber T-and box-beam bridges, Proc. Struct. Cong. '94, Atlanta ASCE, 1994, pp. 701-706.
-
(1994)
Proc. Struct. Cong. '94
, pp. 701-706
-
-
Ganga Rao, H.1
-
54
-
-
0030736374
-
Dynamic investigation of a repaired cable-stayed bridge
-
C. Gentile, F. Martinez, Dynamic investigation of a repaired cable-stayed bridge, Earthquake Eng. Struct. Dyn. 26 (1) (1997) 41-59.
-
(1997)
Earthquake Eng. Struct. Dyn.
, vol.26
, Issue.1
, pp. 41-59
-
-
Gentile, C.1
Martinez, F.2
-
55
-
-
0029416551
-
Three-dimensional analysis of soil-steel bridges
-
Y. Girges, G. Abdel-Sayed, Three-dimensional analysis of soil-steel bridges, Canad. J. Civil Eng. 22 (6) (1995) 1155-1163.
-
(1995)
Canad. J. Civil Eng.
, vol.22
, Issue.6
, pp. 1155-1163
-
-
Girges, Y.1
Abdel-Sayed, G.2
-
56
-
-
0029480748
-
Design of selected pavement sections at Hobby airport
-
ASCE
-
A. Godiwalla, Design of selected pavement sections at Hobby airport, Transp. Cong. San Diego, 2, ASCE (1995) 2064-2071.
-
(1995)
Transp. Cong. San Diego
, vol.2
, pp. 2064-2071
-
-
Godiwalla, A.1
-
57
-
-
0028377676
-
Dynamic response of highway bridges to heavy vehicle loads: Theory and experimental validation
-
M.F. Green, D. Cebon, Dynamic response of highway bridges to heavy vehicle loads: theory and experimental validation, J. Sound Vib. 170 (1) (1994) 51-78.
-
(1994)
J. Sound Vib.
, vol.170
, Issue.1
, pp. 51-78
-
-
Green, M.F.1
Cebon, D.2
-
58
-
-
0029305969
-
Component dowel-bar model for load-transfer systems in PCC pavements
-
H. Guo et al., Component dowel-bar model for load-transfer systems in PCC pavements, J. Trans. Eng. 121 (3) (1995) 289-298.
-
(1995)
J. Trans. Eng.
, vol.121
, Issue.3
, pp. 289-298
-
-
Guo, H.1
-
59
-
-
0030233068
-
Strain and age effects on behavior of a concrete pavement joint sealant material
-
A. Gurjar et al., Strain and age effects on behavior of a concrete pavement joint sealant material, Transp. Res. Rec. (1529) (1996) 95-100.
-
(1996)
Transp. Res. Rec.
, Issue.1529
, pp. 95-100
-
-
Gurjar, A.1
-
60
-
-
0028532175
-
Determining bituminous pavement shear modulus
-
San Diego, ASCE
-
J.E. Haddock, T.D. White, Determining bituminous pavement shear modulus, 3rd Mater. Eng. Conf., San Diego, ASCE, (1994) pp. 788-795.
-
(1994)
3rd Mater. Eng. Conf.
, pp. 788-795
-
-
Haddock, J.E.1
White, T.D.2
-
61
-
-
0028738009
-
Soil-property-based subgrade resilient modulus estimation for flexible pavement design
-
K.D. Hall, M.R. Thompson, Soil-property-based subgrade resilient modulus estimation for flexible pavement design, Transp. Res. Rec. (1449) (1994) 30-38.
-
(1994)
Transp. Res. Rec.
, Issue.1449
, pp. 30-38
-
-
Hall, K.D.1
Thompson, M.R.2
-
62
-
-
0029332261
-
Comparison of AASHTO and ROADHOG flexible pavement overlay design procedures
-
K.D. Hall, Q.B. Watkins, Comparison of AASHTO and ROADHOG flexible pavement overlay design procedures, Transp. Res. Rec. (1482) (1995) 94-101.
-
(1995)
Transp. Res. Rec.
, Issue.1482
, pp. 94-101
-
-
Hall, K.D.1
Watkins, Q.B.2
-
63
-
-
0030150029
-
Response of long-span bridges to spatially varying ground motion
-
R.S. Harichandran et al., Response of long-span bridges to spatially varying ground motion, J. Struct. Eng. ASCE, 122 (5) (1996) 476-484.
-
(1996)
J. Struct. Eng. ASCE
, vol.122
, Issue.5
, pp. 476-484
-
-
Harichandran, R.S.1
-
64
-
-
0028271274
-
Temperature effects on rigid pavements
-
I.E. Harik et al., Temperature effects on rigid pavements, J. Transp. Eng. 120 (1) (1994) 127-143.
-
(1994)
J. Transp. Eng.
, vol.120
, Issue.1
, pp. 127-143
-
-
Harik, I.E.1
-
65
-
-
0028056456
-
3-D dynamic analysis of the Brent-Spence through-truss bridge
-
Atlanta, ASCE
-
I.E. Harik et al., 3-D dynamic analysis of the Brent-Spence through-truss bridge, Struct. Cong. XII, Atlanta, ASCE, 1994, pp. 1112-1117.
-
(1994)
Struct. Cong. XII
, pp. 1112-1117
-
-
Harik, I.E.1
-
66
-
-
0029530350
-
Skew composite bridges-analyses for ultimate load
-
A. Helba, J.B. Kennedy, Skew composite bridges-analyses for ultimate load, Canad. J. Civil Eng. 22 (6) (1995) 1092-1103.
-
(1995)
Canad. J. Civil Eng.
, vol.22
, Issue.6
, pp. 1092-1103
-
-
Helba, A.1
Kennedy, J.B.2
-
67
-
-
0029190536
-
Issues in implementation of structural monitoring to constructed facilities for serviceability with damageability considerations
-
Seattle
-
A.J. Helmicki et al., Issues in implementation of structural monitoring to constructed facilities for serviceability with damageability considerations, 1995 Amer. Control Conf., Seattle, 1995, pp. 1906-1910.
-
(1995)
1995 Amer. Control Conf.
, pp. 1906-1910
-
-
Helmicki, A.J.1
-
69
-
-
0040667554
-
Backcalculation of system parameters for jointed rigid pavements
-
D.R. Hiltunen, R. Roque, Backcalculation of system parameters for jointed rigid pavements, ASTM Spec. Publ. (1198) (1994) 440-454.
-
(1994)
ASTM Spec. Publ.
, Issue.1198
, pp. 440-454
-
-
Hiltunen, D.R.1
Roque, R.2
-
70
-
-
0028977262
-
Dynamic response analysis of slab-type bridges
-
J.L. Humar, A.H. Kashif, Dynamic response analysis of slab-type bridges, J. Struct. Eng. ASCE 121 (1) (1995) 48-62.
-
(1995)
J. Struct. Eng. ASCE
, vol.121
, Issue.1
, pp. 48-62
-
-
Humar, J.L.1
Kashif, A.H.2
-
71
-
-
0028516122
-
Different approaches to rating slab bridges
-
V. Huria et al., Different approaches to rating slab bridges, J. Struct. Eng. ASCE 120 (10) (1994) 3056-3062.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.10
, pp. 3056-3062
-
-
Huria, V.1
-
72
-
-
0040073990
-
Dynamic loads for continuous span bridge
-
G.I. Schueller (Ed.), Balkema
-
E.S. Hwang, S.P. Chang, Dynamic loads for continuous span bridge, in: G.I. Schueller (Ed.), Structuctural Safety and Reliability, Balkema, 1994, 1461-1464.
-
(1994)
Structuctural Safety and Reliability
, pp. 1461-1464
-
-
Hwang, E.S.1
Chang, S.P.2
-
73
-
-
0028739419
-
Thermal-elasto-plastic analysis on occurrence of liquid zinc induced cracking in bridge girder under hot-dip galvanizing
-
T. lezawa et al., Thermal-elasto-plastic analysis on occurrence of liquid zinc induced cracking in bridge girder under hot-dip galvanizing, J. Iron Steel Inst. Jpn. 80 (12) (1994) 950-955.
-
(1994)
J. Iron Steel Inst. Jpn.
, vol.80
, Issue.12
, pp. 950-955
-
-
Lezawa, T.1
-
74
-
-
0030296032
-
Non-linear damping of slender wood bridges
-
A. Jutila, A. Tesar, Non-linear damping of slender wood bridges, Comput. Struct. 61 (4) (1996) 657 664.
-
(1996)
Comput. Struct.
, vol.61
, Issue.4
, pp. 657664
-
-
Jutila, A.1
Tesar, A.2
-
75
-
-
0029378899
-
Nonlinear finite element analyses of RC skewed slab bridges
-
J.A. Kankam, H.J. Dagher, Nonlinear finite element analyses of RC skewed slab bridges, J. Struct. Eng. ASCE 121 (9) (1995) 1338-1345.
-
(1995)
J. Struct. Eng. ASCE
, vol.121
, Issue.9
, pp. 1338-1345
-
-
Kankam, J.A.1
Dagher, H.J.2
-
76
-
-
0029431403
-
Investigation of dynamic characteristics of roadbridge and anticipation of its seismic response
-
Thessaloniki
-
A.J. Karabinis, A.A. Liolios, Investigation of dynamic characteristics of roadbridge and anticipation of its seismic response, ERES 96, Thessaloniki, 2, 1995, pp. 355-369.
-
(1995)
ERES 96
, vol.2
, pp. 355-369
-
-
Karabinis, A.J.1
Liolios, A.A.2
-
77
-
-
0030285958
-
Recommendations on the use of a 3-D grillage model for bridge deck analysis
-
D.L. Keogh, E J. O'Brien, Recommendations on the use of a 3-D grillage model for bridge deck analysis, Struct. Eng. Rev. 8 (4) (1996) 357-366.
-
(1996)
Struct. Eng. Rev.
, vol.8
, Issue.4
, pp. 357-366
-
-
Keogh, D.L.1
O'Brien, E.J.2
-
78
-
-
0029719833
-
Analysis and design methodology for an FRP cable-stayed pedestrian bridge
-
M.A. Khalifa et al., Analysis and design methodology for an FRP cable-stayed pedestrian bridge, Composites Part B 27 (3/4) (1996) 307-317.
-
(1996)
Composites Part B
, vol.27
, Issue.3-4
, pp. 307-317
-
-
Khalifa, M.A.1
-
79
-
-
0028531731
-
Study on yield mechanisms of an abutment with knock-off device for base isolated bridge and practical calculation method for its strength
-
T. Kikuchi et al., Study on yield mechanisms of an abutment with knock-off device for base isolated bridge and practical calculation method for its strength, Proc. Jpn. Soc. Civil Eng. 501 (29) (1994) 153-161.
-
(1994)
Proc. Jpn. Soc. Civil Eng.
, vol.501
, Issue.29
, pp. 153-161
-
-
Kikuchi, T.1
-
80
-
-
0028529896
-
Three-dimensional, finite-element simulation of permanent deformations in flexible pavement systems
-
D.J. Kirkner et al., Three-dimensional, finite-element simulation of permanent deformations in flexible pavement systems, Transp. Res. Rec. (1448) (1994), 34-39.
-
(1994)
Transp. Res. Rec.
, Issue.1448
, pp. 34-39
-
-
Kirkner, D.J.1
-
81
-
-
0029707241
-
Numerical simulation of permanent deformation in flexible pavement systems subjected to moving loads
-
Fort Lauderdale, FL, ASCE
-
D.J. Kirkner et al., Numerical simulation of permanent deformation in flexible pavement systems subjected to moving loads, 11th Conf. Eng. Mech., Fort Lauderdale, FL, ASCE, 1996, pp. 430-433.
-
(1996)
11th Conf. Eng. Mech.
, pp. 430-433
-
-
Kirkner, D.J.1
-
82
-
-
0029332925
-
Three-dimensional finite element model for analysis of concrete pavement support
-
C.M. Kuo et al., Three-dimensional finite element model for analysis of concrete pavement support, Transp. Res. Rec. (1505) (1995) 119-127.
-
(1995)
Transp. Res. Rec.
, Issue.1505
, pp. 119-127
-
-
Kuo, C.M.1
-
83
-
-
0028590277
-
Impulse effect on redundancy of a tied-arch-bridge
-
L.L.Y. Lai, Impulse effect on redundancy of a tied-arch-bridge, Comput. Civil Eng. ASCE (1) (1994) 712-719.
-
(1994)
Comput. Civil Eng. ASCE
, Issue.1
, pp. 712-719
-
-
Lai, L.L.Y.1
-
84
-
-
0028184663
-
Interface shear stress in overlaid concrete pavements
-
C.M. Lau et al., Interface shear stress in overlaid concrete pavements, J. Transp. Eng. 120 (2) (1994) 163-177.
-
(1994)
J. Transp. Eng.
, vol.120
, Issue.2
, pp. 163-177
-
-
Lau, C.M.1
-
85
-
-
0038889520
-
Evaluation of load carrying capacity of bridge deck from vibrational response
-
G.I. Schueller (Ed.), Balkema
-
S.S. Law et al., Evaluation of load carrying capacity of bridge deck from vibrational response, in: G.I. Schueller (Ed.), Structutal Safety and Reliability, Balkema, 1994, pp. 903-910.
-
(1994)
Structutal Safety and Reliability
, pp. 903-910
-
-
Law, S.S.1
-
86
-
-
0030231960
-
Corner stress analysis of jointed concrete pavements
-
Y.H. Lee, Y.M. Lee, Corner stress analysis of jointed concrete pavements, Transp. Res. Rec. (1525) (1996) 44-56.
-
(1996)
Transp. Res. Rec.
, Issue.1525
, pp. 44-56
-
-
Lee, Y.H.1
Lee, Y.M.2
-
87
-
-
0028448967
-
Vibration amplitudes caused by parametric excitation of cable stayed structures
-
J.L. Lilien, A.P. Da Costa, Vibration amplitudes caused by parametric excitation of cable stayed structures, J. Sound Vib. 174 (1) (1994) 69-90.
-
(1994)
J. Sound Vib.
, vol.174
, Issue.1
, pp. 69-90
-
-
Lilien, J.L.1
Da Costa, A.P.2
-
88
-
-
0028408304
-
Parametric study on noncomposite slab-on-girder bridges with inforced frictional contact
-
J.J. Lin et al., Parametric study on noncomposite slab-on-girder bridges with inforced frictional contact, Canad. J. Civil Eng. 21 (2) (1994) 237-250.
-
(1994)
Canad. J. Civil Eng.
, vol.21
, Issue.2
, pp. 237-250
-
-
Lin, J.J.1
-
89
-
-
0030148831
-
Numerical simulation of concrete slab-on-steel girder bridges with frictional contact
-
J.J. Lin et al., Numerical simulation of concrete slab-on-steel girder bridges with frictional contact, Struct. Eng. Mech., 4 (3) (1996) 251-276.
-
(1996)
Struct. Eng. Mech.
, vol.4
, Issue.3
, pp. 251-276
-
-
Lin, J.J.1
-
90
-
-
0029707148
-
Intelligent bridge monitoring system
-
Fort Lauderdale, FL, ASCE
-
P.L. Liu et al., Intelligent bridge monitoring system, 11th Conf. Eng. Mech., Fort Lauderdale, FL, ASCE, (1996) 608-611.
-
(1996)
11th Conf. Eng. Mech.
, pp. 608-611
-
-
Liu, P.L.1
-
91
-
-
0028532349
-
Three-dimensional dynamic response model for rigid pavements
-
J. Mallela, K.P. George, Three-dimensional dynamic response model for rigid pavements, Transp. Res. Rec. (1448) (1994) 92-99.
-
(1994)
Transp. Res. Rec.
, Issue.1448
, pp. 92-99
-
-
Mallela, J.1
George, K.P.2
-
92
-
-
0027969753
-
Seismic response studies on a two span slab-on-girder bridge
-
Atlanta, ASCE
-
J.B. Mander et al., Seismic response studies on a two span slab-on-girder bridge, Proc. Struct. Cong. '94, Atlanta, ASCE, 1994, pp. 361-366.
-
(1994)
Proc. Struct. Cong. '94
, pp. 361-366
-
-
Mander, J.B.1
-
93
-
-
0004022193
-
Finite element analysis of temperature effects on plain-jointed concrete pavements
-
E. Masad et al., Finite element analysis of temperature effects on plain-jointed concrete pavements, J. Transport. Eng., 122 (5), (1996) 388-398.
-
(1996)
J. Transport. Eng.
, vol.122
, Issue.5
, pp. 388-398
-
-
Masad, E.1
-
94
-
-
0040073972
-
A nonlinear finite element method for the design of airfield pavements
-
Civil-Comp. press, Edinburg
-
J.M. Matthews, F.C. Schmitt, A nonlinear finite element method for the design of airfield pavements, Development of Comp. Aided Design Model in Civil Eng., Civil-Comp. press, Edinburg, 1995, pp. 195-202.
-
(1995)
Development of Comp. Aided Design Model in Civil Eng.
, pp. 195-202
-
-
Matthews, J.M.1
Schmitt, F.C.2
-
95
-
-
0029194403
-
Experimental algorithm for detecting damage applied to the I-40 bridge over the Rio Grande
-
R.L. Mayes, Experimental algorithm for detecting damage applied to the I-40 bridge over the Rio Grande, Proc. SPIE 2446 (1995) 204-214.
-
(1995)
Proc. SPIE
, vol.2446
, pp. 204-214
-
-
Mayes, R.L.1
-
96
-
-
0028294816
-
Fatigue strength of scallop details in steel bridges
-
C. Miki et al., Fatigue strength of scallop details in steel bridges, Proc. Jpn. Soc. Civil Eng. (483) (1994) 79-86.
-
(1994)
Proc. Jpn. Soc. Civil Eng.
, Issue.483
, pp. 79-86
-
-
Miki, C.1
-
97
-
-
0030149138
-
Composite materials for bridges
-
S. Milkovich et al., Composite materials for bridges, Constr. Specifier, 49 (5) (1996) 102-106.
-
(1996)
Constr. Specifier
, vol.49
, Issue.5
, pp. 102-106
-
-
Milkovich, S.1
-
98
-
-
0028466488
-
Destructive testing of decommissioned concrete slab bridge
-
R.A. Miller et al., Destructive testing of decommissioned concrete slab bridge, J. Struct. Eng. ASCE 120 (7) (1994) 2176-2198.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.7
, pp. 2176-2198
-
-
Miller, R.A.1
-
99
-
-
0030084696
-
Web buckle at I-40 bridge test
-
J. Minor, C. Woodward, Web buckle at I-40 bridge test, J. Bridge Eng. 1 (1) (1996) 34-36.
-
(1996)
J. Bridge Eng.
, vol.1
, Issue.1
, pp. 34-36
-
-
Minor, J.1
Woodward, C.2
-
100
-
-
0029231745
-
Interactive finite-element generation of bridge load distribution factors
-
K. Mish et al., Interactive finite-element generation of bridge load distribution factors, Comput. Civil Eng. ASCE 1 (1995) 781-787.
-
(1995)
Comput. Civil Eng. ASCE
, vol.1
, pp. 781-787
-
-
Mish, K.1
-
101
-
-
0006630955
-
Aeroelastic design consideration of very long span suspension bridges by mode shape control
-
T. Miyata et al., Aeroelastic design consideration of very long span suspension bridges by mode shape control, Proc. Jpn. Soc. Civil Eng. 525 (I-33) (1995) 191-200.
-
(1995)
Proc. Jpn. Soc. Civil Eng.
, vol.525
, Issue.I-33
, pp. 191-200
-
-
Miyata, T.1
-
102
-
-
0029207989
-
Concrete foundation for a truck and bus road test simulator
-
F.G. Nabil et al., Concrete foundation for a truck and bus road test simulator, Concrete Int.: Design Constr. 17 (1) (1995) 35-41.
-
(1995)
Concrete Int.: Design Constr.
, vol.17
, Issue.1
, pp. 35-41
-
-
Nabil, F.G.1
-
103
-
-
0029332259
-
Pavement-falling weight deflectometer interaction using dynamic finite element analysis
-
S. Nazarian, K.M. Boddapati, Pavement-falling weight deflectometer interaction using dynamic finite element analysis, Transp. Res. Rec. (1482) (1995) 33-43.
-
(1995)
Transp. Res. Rec.
, Issue.1482
, pp. 33-43
-
-
Nazarian, S.1
Boddapati, K.M.2
-
104
-
-
0028727891
-
Fundamental examination of the mechanistic characteristics of precast concrete pavements
-
T. Nishizawa et al., Fundamental examination of the mechanistic characteristics of precast concrete pavements, Proc. Jpn. Soc. Civil Eng. 496 (5-2) (1994) 81-88.
-
(1994)
Proc. Jpn. Soc. Civil Eng.
, vol.496
, Issue.2-5
, pp. 81-88
-
-
Nishizawa, T.1
-
105
-
-
0039482306
-
Fundamental examination of the thermal stress of precast concrete pavements
-
T. Nishizawa et al., Fundamental examination of the thermal stress of precast concrete pavements, Proc. Jpn. Soc. Civil Eng. 508 (26) (1995) 101-107.
-
(1995)
Proc. Jpn. Soc. Civil Eng.
, vol.508
, Issue.26
, pp. 101-107
-
-
Nishizawa, T.1
-
106
-
-
0040073988
-
Warping stress equation at the transverse joint edge of concrete pavement slab based on finite element method analysis
-
T. Nishizawa et al., Warping stress equation at the transverse joint edge of concrete pavement slab based on finite element method analysis, Proc. Jpn. Soc. Civil Eng. 532 (30) (1996) 89-96.
-
(1996)
Proc. Jpn. Soc. Civil Eng.
, vol.532
, Issue.30
, pp. 89-96
-
-
Nishizawa, T.1
-
107
-
-
0030233427
-
Curling stress equation for transverse joint edge of a concrete pavement slab based on finite element method analysis
-
T. Nishizawa et al., Curling stress equation for transverse joint edge of a concrete pavement slab based on finite element method analysis, Transp. Res. Rec. (1525) (1996) 35-43.
-
(1996)
Transp. Res. Rec.
, Issue.1525
, pp. 35-43
-
-
Nishizawa, T.1
-
108
-
-
0031069126
-
Numerical analysis of push-out specimens with perfobond rib connectors
-
E.C. Oguejiofor, M.U. Hosain, Numerical analysis of push-out specimens with perfobond rib connectors, Comput. Struct. 62 (4) (1997) 617-624.
-
(1997)
Comput. Struct.
, vol.62
, Issue.4
, pp. 617-624
-
-
Oguejiofor, E.C.1
Hosain, M.U.2
-
109
-
-
0040073973
-
Initial imperfection data and evaluation of compression strength of orthotropic steel deck for long-span cable-stayed bridges
-
H. Ohashi et al., Initial imperfection data and evaluation of compression strength of orthotropic steel deck for long-span cable-stayed bridges, Proc. Jpn. Soc. Civil Eng. 549 (1-37) (1996) 55-64.
-
(1996)
Proc. Jpn. Soc. Civil Eng.
, vol.549
, Issue.1-37
, pp. 55-64
-
-
Ohashi, H.1
-
110
-
-
0039482305
-
Proposal of analytical solution for bridge with steel deck connected to chord members
-
S. Oshita, S. Egawa, Proposal of analytical solution for bridge with steel deck connected to chord members, Proc. Jpn. Soc. Civil Eng. 516 (VI) (1995) 197-206.
-
(1995)
Proc. Jpn. Soc. Civil Eng.
, vol.516
, Issue.6
, pp. 197-206
-
-
Oshita, S.1
Egawa, S.2
-
111
-
-
0029699158
-
Bridge diagnostics via vibration monitoring
-
S. Park, N. Stubbs, Bridge diagnostics via vibration monitoring, Proc. SPIE 2719 (1996) 36-45.
-
(1996)
Proc. SPIE
, vol.2719
, pp. 36-45
-
-
Park, S.1
Stubbs, N.2
-
112
-
-
0028977273
-
Dynamic testing procedures for highway bridges using traffic loads
-
P. Paultre et al., Dynamic testing procedures for highway bridges using traffic loads, J. Struct. Eng. ASCE 121 (2) (1995) 362-376.
-
(1995)
J. Struct. Eng. ASCE
, vol.121
, Issue.2
, pp. 362-376
-
-
Paultre, P.1
-
113
-
-
0028744677
-
Field study of bridge temperatures in composite bridges
-
H.A. Pentas et al., Field study of bridge temperatures in composite bridges, Transp. Res. Rec. (1460) (1994) 45-52.
-
(1994)
Transp. Res. Rec.
, Issue.1460
, pp. 45-52
-
-
Pentas, H.A.1
-
114
-
-
0029414254
-
Aerodynamic stability analysis of cable-stayed bridges
-
M.S. Pfeil, R.C. Batista, Aerodynamic stability analysis of cable-stayed bridges, J. Struct. Eng. ASCE 121 (12) (1995) 1784-1788.
-
(1995)
J. Struct. Eng. ASCE
, vol.121
, Issue.12
, pp. 1784-1788
-
-
Pfeil, M.S.1
Batista, R.C.2
-
115
-
-
0029713178
-
Identification of a reference mathematical model of an arch bridge using full-scale forced modal testing and finite element modeling
-
S.J. Pietrzko et al., Identification of a reference mathematical model of an arch bridge using full-scale forced modal testing and finite element modeling, Proc. SPIE 2719 (1996) 180-191.
-
(1996)
Proc. SPIE
, vol.2719
, pp. 180-191
-
-
Pietrzko, S.J.1
-
116
-
-
0030213792
-
Load tests: Externally post-tensioned bridge girders, Part I
-
R.W. Poston, M. Irshad, Load tests: externally post-tensioned bridge girders, Part I, Concrete Int. 18 (8) (1996) 39-43.
-
(1996)
Concrete Int.
, vol.18
, Issue.8
, pp. 39-43
-
-
Poston, R.W.1
Irshad, M.2
-
117
-
-
0030291141
-
New techniques in the elastic analysis of arch bridges using image processing
-
D.J. Prentice, D.A. Ponniah, New techniques in the elastic analysis of arch bridges using image processing, Strain 32 (4) (1996) 139-144.
-
(1996)
Strain
, vol.32
, Issue.4
, pp. 139-144
-
-
Prentice, D.J.1
Ponniah, D.A.2
-
118
-
-
0040667552
-
Comparison research on lateral stability between stable type suspended bridge and common suspended bridge
-
Changsha
-
B. Qu et al., Comparison research on lateral stability between stable type suspended bridge and common suspended bridge, 1st Int. Conf. Eng. Comput. Comp. Simul., Changsha, 1995, pp. 401-406.
-
(1995)
1st Int. Conf. Eng. Comput. Comp. Simul.
, pp. 401-406
-
-
Qu, B.1
-
119
-
-
0029730124
-
Site effects on the seismic response of a suspension bridge
-
M. Rassem et al., Site effects on the seismic response of a suspension bridge, Eng. Struct., 18 (5) (1996) 363-370.
-
(1996)
Eng. Struct.
, vol.18
, Issue.5
, pp. 363-370
-
-
Rassem, M.1
-
120
-
-
0028763117
-
Refined analysis of curved thin-walled multicell box girders
-
A.G. Razaqpur, H.G. Li, Refined analysis of curved thin-walled multicell box girders, Comput. Struct. 53 (1) (1994) 131-142.
-
(1994)
Comput. Struct.
, vol.53
, Issue.1
, pp. 131-142
-
-
Razaqpur, A.G.1
Li, H.G.2
-
121
-
-
0028736220
-
Fatigue cracking in modular bridge expansion joints
-
C.W. Roeder et al., Fatigue cracking in modular bridge expansion joints, Transp. Res. Rec. (1460) (1994) 87-93.
-
(1994)
Transp. Res. Rec.
, Issue.1460
, pp. 87-93
-
-
Roeder, C.W.1
-
122
-
-
0029210466
-
Shakedown of masonry arch bridges
-
Boston, ASCE
-
B.T. Rosson, T.E. Boothby, Shakedown of masonry arch bridges, 13th Struct. Cong., Boston, ASCE, 1995, pp. 1727-1730.
-
(1995)
13th Struct. Cong.
, pp. 1727-1730
-
-
Rosson, B.T.1
Boothby, T.E.2
-
123
-
-
0029332257
-
Viscoelastic analysis of hot mix asphalt pavement structures
-
G.M. Rowe et al., Viscoelastic analysis of hot mix asphalt pavement structures, Transp. Res. Rec. (1482) (1995) 44-51.
-
(1995)
Transp. Res. Rec.
, Issue.1482
, pp. 44-51
-
-
Rowe, G.M.1
-
124
-
-
0028195137
-
Natural frequencies of arch bridges with slab decks by the finite element method
-
A.B. Sabir et al., Natural frequencies of arch bridges with slab decks by the finite element method, Thin-Wall. Struct. 18 (1) (1994) 31-46.
-
(1994)
Thin-wall. Struct.
, vol.18
, Issue.1
, pp. 31-46
-
-
Sabir, A.B.1
-
125
-
-
0038889541
-
Comparison of results from vibration testing and finite element analysis of a highway bridge
-
Athens
-
O.S. Salawu et al., Comparison of results from vibration testing and finite element analysis of a highway bridge, 2nd Int. Conf. Comp. Str. Tech., Athens, 1994.
-
(1994)
2nd Int. Conf. Comp. Str. Tech.
-
-
Salawu, O.S.1
-
126
-
-
0027985898
-
Horizontal and vertical movements of bridge piers subjected to ship impact
-
N.C. Samtani et al., Horizontal and vertical movements of bridge piers subjected to ship impact, Geotech. Spec. Publ. ASCE 1 (40) (1994) 245-256.
-
(1994)
Geotech. Spec. Publ. ASCE
, vol.1
, Issue.40
, pp. 245-256
-
-
Samtani, N.C.1
-
127
-
-
0038889540
-
Finite element simulation of reflective cracking in asphaltic overlays
-
A. Scarpas, A.H. De Bondt, Finite element simulation of reflective cracking in asphaltic overlays, Heron 41 (1) (1996) 5-28.
-
(1996)
Heron
, vol.41
, Issue.1
, pp. 5-28
-
-
Scarpas, A.1
De Bondt, A.H.2
-
128
-
-
0029719401
-
Vibration control of cable-stayed bridges: Analytical development
-
Fort Lauderdale, FL, ASCE
-
A.G. Schemmann, H.A. Smith, Vibration control of cable-stayed bridges: analytical development, 11th Conf. Eng. Mech., Fort Lauderdale, FL, ASCE, 1996, pp. 898-901.
-
(1996)
11th Conf. Eng. Mech.
, pp. 898-901
-
-
Schemmann, A.G.1
Smith, H.A.2
-
129
-
-
0029194137
-
Efficient field testing for load rating railroad bridges
-
J.L. Schulz, B.C. Commander, Efficient field testing for load rating railroad bridges, Proc SPIE 2458 (1995) 209-217.
-
(1995)
Proc SPIE
, vol.2458
, pp. 209-217
-
-
Schulz, J.L.1
Commander, B.C.2
-
130
-
-
0029350232
-
Efficient field testing and load rating of short-and medium-span bridges
-
J.L. Schulz et al., Efficient field testing and load rating of short-and medium-span bridges, Struct Eng Rev 7 (3) (1995) 181-194.
-
(1995)
Struct Eng Rev
, vol.7
, Issue.3
, pp. 181-194
-
-
Schulz, J.L.1
-
131
-
-
0040073987
-
A computational model for road surface temperature prediction
-
Civil-Comp. press, Edinburg
-
B.W. Scotney, G.F. Crawford, A computational model for road surface temperature prediction, in: Development of Computer Aided Design Model in Civil Eng., Civil-Comp. press, Edinburg, pp. 227-236, (1995).
-
(1995)
Development of Computer Aided Design Model in Civil Eng.
, pp. 227-236
-
-
Scotney, B.W.1
Crawford, G.F.2
-
132
-
-
0028375087
-
Finite element modeling of continuous posttensioned voided slab bridges
-
R. Sen et al., Finite element modeling of continuous posttensioned voided slab bridges, J. Struct. Eng ASCE 120 (2) (1994) 651-669.
-
(1994)
J. Struct. Eng ASCE
, vol.120
, Issue.2
, pp. 651-669
-
-
Sen, R.1
-
133
-
-
0030145185
-
Analysis of highway pavements and their structural maintenance requirements based on NDT measurements
-
A.A. Shaat, Analysis of highway pavements and their structural maintenance requirements based on NDT measurements, Struct. Eng. Rev. 8 (2/3) (1996) 259-267.
-
(1996)
Struct. Eng. Rev.
, vol.8
, Issue.2-3
, pp. 259-267
-
-
Shaat, A.A.1
-
134
-
-
0028374154
-
Nonlinear finite element analysis of deteriorated RC slab bridge
-
B.M. Shahrooz et al., Nonlinear finite element analysis of deteriorated RC slab bridge, J. Struct. Eng. ASCE 120 (2) (1994) 422-440.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.2
, pp. 422-440
-
-
Shahrooz, B.M.1
-
135
-
-
0029218092
-
Analytical and experimental investigation of intelligent bridges
-
Boulder, ASCE
-
R. Shoureshi et al., Analytical and experimental investigation of intelligent bridges, 10th Conf. Eng. Mech., Boulder, ASCE (1995) pp. 903-906.
-
(1995)
10th Conf. Eng. Mech.
, pp. 903-906
-
-
Shoureshi, R.1
-
136
-
-
0029213730
-
Effects of finite element grid density on model correlation and damage detection of a bridge
-
New Orleans, AIAA
-
T. Simmermacher et al., Effects of finite element grid density on model correlation and damage detection of a bridge, 36th Struct., Struct Dyn. Mater. Conf., New Orleans, AIAA, 1995, pp. 2249-58.
-
(1995)
36th Struct., Struct Dyn. Mater. Conf.
, pp. 2249-2258
-
-
Simmermacher, T.1
-
137
-
-
0029430332
-
Experimental identification of soil model parameters for dynamic soil-structure interaction on the basis of field measurements on a bridge
-
Thessaloniki
-
M. Skrinar, A. Strukelj, Experimental identification of soil model parameters for dynamic soil-structure interaction on the basis of field measurements on a bridge, ERES 96, Thessaloniki, vol. 2, 1995, pp. 161-170.
-
(1995)
ERES 96
, vol.2
, pp. 161-170
-
-
Skrinar, M.1
Strukelj, A.2
-
138
-
-
0028377249
-
Theoretical and experimental evaluation of FRP components and systems
-
S.N. Sotiropoulos et al., Theoretical and experimental evaluation of FRP components and systems, J. Struct. Eng. ASCE 120 (2) (1994) 464-485.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.2
, pp. 464-485
-
-
Sotiropoulos, S.N.1
-
139
-
-
0028529897
-
Abridged procedure to determine permanent deformation of asphalt concrete pavements
-
J.B. Sousa, M. Solaimanian, Abridged procedure to determine permanent deformation of asphalt concrete pavements, Transp. Res. Rec. (1448) (1994) 25-33.
-
(1994)
Transp. Res. Rec.
, Issue.1448
, pp. 25-33
-
-
Sousa, J.B.1
Solaimanian, M.2
-
140
-
-
0028369186
-
Simplified flutter prediction for bridges with bluff cross-section
-
U. Starossek, Simplified flutter prediction for bridges with bluff cross-section, Struct. Eng. Rev. 6 (1) (1994) 35-38.
-
(1994)
Struct. Eng. Rev.
, vol.6
, Issue.1
, pp. 35-38
-
-
Starossek, U.1
-
141
-
-
0029634815
-
Effects of a moving aircraft and temperature differential on response of rigid pavements
-
M.R. Taheri, M.M. Zaman, Effects of a moving aircraft and temperature differential on response of rigid pavements, Comput. Struct. 57 (3) (1995) 503-511.
-
(1995)
Comput. Struct.
, vol.57
, Issue.3
, pp. 503-511
-
-
Taheri, M.R.1
Zaman, M.M.2
-
142
-
-
0029272072
-
Longitudinal cracks in pavements on clay embankments: A study using critical state soil mechanics and finite element modelling
-
H.K. Tam, R.A. Railings, Longitudinal cracks in pavements on clay embankments: a study using critical state soil mechanics and finite element modelling, Road Transp. Res. 4 (1) (1995) 32-45.
-
(1995)
Road Transp. Res.
, vol.4
, Issue.1
, pp. 32-45
-
-
Tam, H.K.1
Railings, R.A.2
-
143
-
-
4243503455
-
Modal transformation method for dynamic interaction analysis of high-speed train, rail and bridge
-
Chiba, Japan
-
M. Tanabe et al., Modal transformation method for dynamic interaction analysis of high-speed train, rail and bridge, 3rd World Cong. Comp. Mech., Chiba, Japan, 1994, pp. A4-4.
-
(1994)
3rd World Cong. Comp. Mech.
-
-
Tanabe, M.1
-
144
-
-
0028580047
-
Efficient numerical method for dynamic interaction analysis of high-speed Shinkansen vehicles, rail, and bridge
-
ASME
-
M. Tanabe et al., Efficient numerical method for dynamic interaction analysis of high-speed Shinkansen vehicles, rail, and bridge, ASME Int. Comp. Eng. Conf. Exhib., ASME, 1994, pp. 567-572.
-
(1994)
ASME Int. Comp. Eng. Conf. Exhib.
, pp. 567-572
-
-
Tanabe, M.1
-
145
-
-
0028552234
-
Analysis of I-girder highway bridges
-
K.M. Tarhini, Analysis of I-girder highway bridges, Comput. Civil Eng. ASCE (1) (1994) 684-687.
-
(1994)
Comput. Civil Eng. ASCE
, Issue.1
, pp. 684-687
-
-
Tarhini, K.M.1
-
146
-
-
0029235270
-
Experimental evaluation of wheel load distribution on steel I - Girder bridges
-
Boulder, ASCE
-
K.M. Tarhini, Experimental evaluation of wheel load distribution on steel I - girder bridges, 10th Conf. Eng. Mech., Boulder, ASCE, 1995, pp. 593-596.
-
(1995)
10th Conf. Eng. Mech.
, pp. 593-596
-
-
Tarhini, K.M.1
-
147
-
-
0029208522
-
Lateral load distribution in I - Girder bridges
-
K.M. Tarhini, G.R. Frederick, Lateral load distribution in I - girder bridges, Comput. Struct. 54 (2) (1995) 351-354.
-
(1995)
Comput. Struct.
, vol.54
, Issue.2
, pp. 351-354
-
-
Tarhini, K.M.1
Frederick, G.R.2
-
148
-
-
0029227854
-
Finite element modeling techniques of steel girder bridges
-
K.M. Tarhini et al., Finite element modeling techniques of steel girder bridges, Comput. Civil Eng. ASCE 1 (1995) 773-780.
-
(1995)
Comput. Civil Eng. ASCE
, vol.1
, pp. 773-780
-
-
Tarhini, K.M.1
-
149
-
-
0029722690
-
Effect of sidewalks and railings on wheel load distribution in steel girder bridges
-
K.M. Tarhini et al., Effect of sidewalks and railings on wheel load distribution in steel girder bridges, Comput. Civil Eng. (1996) 881-886.
-
(1996)
Comput. Civil Eng.
, pp. 881-886
-
-
Tarhini, K.M.1
-
150
-
-
0029344821
-
Finite element method analysis of bridge girder-diaphragm interaction
-
J.W. Tedesco et al., Finite element method analysis of bridge girder-diaphragm interaction, Comput. Struct. 56 (2/3) (1995) 461-473.
-
(1995)
Comput. Struct.
, vol.56
, Issue.2-3
, pp. 461-473
-
-
Tedesco, J.W.1
-
151
-
-
0030151723
-
Shear lag in the behaviour of thinwalled box bridges
-
A. Tesar, Shear lag in the behaviour of thinwalled box bridges, Comput. Struct. 59 (4) (1996) 607-612.
-
(1996)
Comput. Struct.
, vol.59
, Issue.4
, pp. 607-612
-
-
Tesar, A.1
-
152
-
-
0029344820
-
Nonlinear analysis of steel and concrete bridge components
-
E.G. Thimmhardy et al., Nonlinear analysis of steel and concrete bridge components, Comput. Struct. 56 (2/3) (1995) 439-459.
-
(1995)
Comput. Struct.
, vol.56
, Issue.2-3
, pp. 439-459
-
-
Thimmhardy, E.G.1
-
153
-
-
0028745556
-
Parametric study of single-span jointless steel bridges
-
H.K. Thippeswamy et al., Parametric study of single-span jointless steel bridges, Transp. Res. Rec. (1460) (1994) 25-36.
-
(1994)
Transp. Res. Rec.
, Issue.1460
, pp. 25-36
-
-
Thippeswamy, H.K.1
-
154
-
-
4243835390
-
Finite element analysis of thermal deformations of bridge girders in hot-dip galvanization
-
Chiba, Japan
-
Y. Toi et al., Finite element analysis of thermal deformations of bridge girders in hot-dip galvanization, 3rd World Cong. Comp. Mech., Chiba, Japan, 1994, pp. N6-N4.
-
(1994)
3rd World Cong. Comp. Mech.
-
-
Toi, Y.1
-
155
-
-
0006112964
-
Finite element analysis of thermal elasto-plastic behaviours of bridge girders in hot-dip galvanization
-
Y. Toi et al., Finite element analysis of thermal elasto-plastic behaviours of bridge girders in hot-dip galvanization, Comput. Struct. 53 (6) (1994) 1307-1316.
-
(1994)
Comput. Struct.
, vol.53
, Issue.6
, pp. 1307-1316
-
-
Toi, Y.1
-
156
-
-
0028495774
-
Bridge condition assessment by modal flexibility
-
T. Toksoy, A.E. Aktan, Bridge condition assessment by modal flexibility, Exp. Mech., 34 (3), (1994) 271-278.
-
(1994)
Exp. Mech.
, vol.34
, Issue.3
, pp. 271-278
-
-
Toksoy, T.1
Aktan, A.E.2
-
157
-
-
0040073975
-
Field validation of a methodology to identify material properties in pavements modeled as layered viscoelastic halfspaces
-
V.S. Torpunuri et al., Field validation of a methodology to identify material properties in pavements modeled as layered viscoelastic halfspaces, ASTM Spec. Tech. Publ. (1198) (1994) 159-169.
-
(1994)
ASTM Spec. Tech. Publ.
, Issue.1198
, pp. 159-169
-
-
Torpunuri, V.S.1
-
158
-
-
0029345840
-
Investigation of bonding between asphalt layers on road construction
-
E.K. Tschegg et al., Investigation of bonding between asphalt layers on road construction, J. Transp. Eng. 121 (4) (1995) 309-316.
-
(1995)
J. Transp. Eng.
, vol.121
, Issue.4
, pp. 309-316
-
-
Tschegg, E.K.1
-
159
-
-
0029481405
-
Finite element analysis of flexible pavements with discontinuities
-
W. Uddin, Z. Pan, Finite element analysis of flexible pavements with discontinuities, Transp. Cong. ASCE 1 (1995) 410-423.
-
(1995)
Transp. Cong. ASCE
, vol.1
, pp. 410-423
-
-
Uddin, W.1
Pan, Z.2
-
160
-
-
0028529640
-
Finite element simulation of pavement discontinuities and dynamic load response
-
W. Uddin et al., Finite element simulation of pavement discontinuities and dynamic load response, Transp. Res. Rec. (1994) 100-106.
-
(1994)
Transp. Res. Rec.
, pp. 100-106
-
-
Uddin, W.1
-
161
-
-
0029332260
-
Three-dimensional finite element analysis of jointed concrete pavement with discontinuities
-
W. Uddin et al., Three-dimensional finite element analysis of jointed concrete pavement with discontinuities, Transp. Res. Rec. (1482) (1995) 26-32.
-
(1995)
Transp. Res. Rec.
, Issue.1482
, pp. 26-32
-
-
Uddin, W.1
-
162
-
-
0029333770
-
Analytical procedures in nondestructive testing pavement evaluation
-
P. Ullidtz, N.F. Coetzee, Analytical procedures in nondestructive testing pavement evaluation, Transp. Res. Rec. (1482), (1995) 61-66.
-
(1995)
Transp. Res. Rec.
, Issue.1482
, pp. 61-66
-
-
Ullidtz, P.1
Coetzee, N.F.2
-
163
-
-
0039482290
-
Verification of pavement response models
-
P. Ullidtz et al., Verification of pavement response models, ASTM Spec. Tech. Publ. (1198), (1994) 143-158.
-
(1994)
ASTM Spec. Tech. Publ.
, Issue.1198
, pp. 143-158
-
-
Ullidtz, P.1
-
164
-
-
0030234761
-
Performance trends for Portland cement concrete general aviation pavements in Illinois
-
T. Van Dam, J. Bildilli, Performance trends for Portland cement concrete general aviation pavements in Illinois, Transp. Res. Rec. (1524) (1996) 194-202.
-
(1996)
Transp. Res. Rec.
, Issue.1524
, pp. 194-202
-
-
Van Dam, T.1
Bildilli, J.2
-
165
-
-
0028973926
-
Passive seismic control of cable-stayed bridges with damped resonant appendages
-
R. Villaverde, S.C. Martin, Passive seismic control of cable-stayed bridges with damped resonant appendages, Earthquake Eng. Struct. Dyn. 24 (2) (1995) 233-246.
-
(1995)
Earthquake Eng. Struct. Dyn.
, vol.24
, Issue.2
, pp. 233-246
-
-
Villaverde, R.1
Martin, S.C.2
-
167
-
-
0030194219
-
Parametric studies on cable-stayed bridges
-
P.H. Wang, C.G. Yang, Parametric studies on cable-stayed bridges, Comput. Struct. 60 (2) (1996) 243-260.
-
(1996)
Comput. Struct.
, vol.60
, Issue.2
, pp. 243-260
-
-
Wang, P.H.1
Yang, C.G.2
-
168
-
-
0030284116
-
Numerical simulation of geosynthetic-reinforced flexible pavements
-
G.W. Wathugala et al., Numerical simulation of geosynthetic-reinforced flexible pavements, Transp. Res. Rec. (1534) (1996) 58-65.
-
(1996)
Transp. Res. Rec.
, Issue.1534
, pp. 58-65
-
-
Wathugala, G.W.1
-
169
-
-
0030386432
-
Computer analysis, Vincent Thomas bridge
-
Washington, DC
-
R.W. Wolfe, H.J. Farran, Computer analysis, Vincent Thomas bridge, 1996 Conf. Natural Disaster Reduct., Washington, DC, pp. 1996, pp. 311-312.
-
(1996)
1996 Conf. Natural Disaster Reduct.
, pp. 311-312
-
-
Wolfe, R.W.1
Farran, H.J.2
-
170
-
-
0030267115
-
Analysis of case histories from construction of the Central Expressway in Singapore
-
I.H. Wong et al., Analysis of case histories from construction of the Central Expressway in Singapore, Canad. Geotech. J. 33 (5) (1996) 732-746.
-
(1996)
Canad. Geotech. J.
, vol.33
, Issue.5
, pp. 732-746
-
-
Wong, I.H.1
-
171
-
-
0038889517
-
Field testing and structural evaluation of selected concrete pavement sections in Florida
-
C.L. Wu, M. Tia, Field testing and structural evaluation of selected concrete pavement sections in Florida, ASTM Spec. Publ. (1198) (1994) 404-439.
-
(1994)
ASTM Spec. Publ.
, Issue.1198
, pp. 404-439
-
-
Wu, C.L.1
Tia, M.2
-
172
-
-
0039482270
-
Finite element method for analyzing skew continuous girder bridge with varying depth
-
Changsha
-
Y. Xiang, Finite element method for analyzing skew continuous girder bridge with varying depth, 1st Int. Conf. Eng. Comput. Comp. Simul., Changsha, 1995, pp. 383-388.
-
(1995)
1st Int. Conf. Eng. Comput. Comp. Simul.
, pp. 383-388
-
-
Xiang, Y.1
-
173
-
-
4243446469
-
Computational mechanics applied to the design and construction of Akashi Kaikyo bridge
-
Chiba, Japan
-
Y. Yamada et al., Computational mechanics applied to the design and construction of Akashi Kaikyo bridge, 3rd World Cong. Comp. Mech., Chiba, Japan, 1994, pp. N4-N1.
-
(1994)
3rd World Cong. Comp. Mech.
-
-
Yamada, Y.1
-
174
-
-
0029411349
-
Vehicle-bridge interaction analysis by dynamic condensation method
-
Y.B. Yang, B.H. Lin, Vehicle-bridge interaction analysis by dynamic condensation method, J. Struct. Eng. ASCE 121 (11) (1995) 1636-1643.
-
(1995)
J. Struct. Eng. ASCE
, vol.121
, Issue.11
, pp. 1636-1643
-
-
Yang, Y.B.1
Lin, B.H.2
-
175
-
-
0029707244
-
Modal identification of a cable-stayed bridge
-
Fort Lauderdale, FL, ASCE
-
W.H.P. Yen et al., Modal identification of a cable-stayed bridge, 11th Conf. Eng. Mech., Fort Lauderdale, FL, ASCE, 1996, pp. 600-603.
-
(1996)
11th Conf. Eng. Mech.
, pp. 600-603
-
-
Yen, W.H.P.1
-
176
-
-
0028763462
-
Numerical method of lines for analysis of vehicle-bridge dynamic interaction
-
M. Yener, K. Chompooming, Numerical method of lines for analysis of vehicle-bridge dynamic interaction, Comput. Struct. 53 (3) (1994) 709-726.
-
(1994)
Comput. Struct.
, vol.53
, Issue.3
, pp. 709-726
-
-
Yener, M.1
Chompooming, K.2
-
177
-
-
0027932067
-
Seismic study of a cable-stayed bridge
-
Atlanta, ASCE
-
K.C. Yiak, S. Pezeshk, Seismic study of a cable-stayed bridge, Struct. Cong. XII, Atlanta, ASCE, 1994, pp. 1197-1107.
-
(1994)
Struct. Cong. XII
, pp. 1197-11107
-
-
Yiak, K.C.1
Pezeshk, S.2
-
178
-
-
0342317859
-
Dynamic analysis of FWD loading and pavement response using a three-dimensional dynamic finite element program
-
S.M. Zaghloul et al., Dynamic analysis of FWD loading and pavement response using a three-dimensional dynamic finite element program, ASTM Spec. Tech. Publ. (1198) (1994) 125-138.
-
(1994)
ASTM Spec. Tech. Publ.
, Issue.1198
, pp. 125-138
-
-
Zaghloul, S.M.1
-
179
-
-
0028529613
-
Computerized overload permitting procedure for Indiana
-
S.M. Zaghloul et al., Computerized overload permitting procedure for Indiana, Transp. Res. Rec. (1448) (1994) 40-52.
-
(1994)
Transp. Res. Rec.
, Issue.1448
, pp. 40-52
-
-
Zaghloul, S.M.1
-
180
-
-
0028754952
-
Use of three-dimensional, dynamic, nonlinear analysis to develop load equivalency factors for composite pavements
-
S.M. Zaghloul et al., Use of three-dimensional, dynamic, nonlinear analysis to develop load equivalency factors for composite pavements, Transp. Res. Rec., (1449) (1994) 199-208.
-
(1994)
Transp. Res. Rec.
, Issue.1449
, pp. 199-208
-
-
Zaghloul, S.M.1
-
181
-
-
0028754576
-
Evaluation of heavy load damage effect on concrete pavements using three-dimensional, nonlinear dynamic analysis
-
S.M. Zaghloul et al., Evaluation of heavy load damage effect on concrete pavements using three-dimensional, nonlinear dynamic analysis, Transp. Res. Rec. (1449) (1994) 123-133.
-
(1994)
Transp. Res. Rec.
, Issue.1449
, pp. 123-133
-
-
Zaghloul, S.M.1
-
182
-
-
0029379488
-
Contact-element model for dynamic analysis of jointed concrete pavements
-
M. Zaman, A. Alvappillai, Contact-element model for dynamic analysis of jointed concrete pavements, J. Transport. Eng. 121 (5), (1995) 425-433.
-
(1995)
J. Transport. Eng.
, vol.121
, Issue.5
, pp. 425-433
-
-
Zaman, M.1
Alvappillai, A.2
-
183
-
-
0027988914
-
Numerical modeling of bridge approach settlement with foundation embankment interaction
-
M. Zaman et al., Numerical modeling of bridge approach settlement with foundation embankment interaction, Geotech. Spec. Publ. ASCE 2 (40) (1994) 1400-1414.
-
(1994)
Geotech. Spec. Publ. ASCE
, vol.2
, Issue.40
, pp. 1400-1414
-
-
Zaman, M.1
-
184
-
-
0030382523
-
Dynamic response of cable-stayed bridges to moving vehicles using the structural impedance method
-
M. Zaman et al., Dynamic response of cable-stayed bridges to moving vehicles using the structural impedance method, Appl. Math. Modell. 20 (12) (1996) 877-889.
-
(1996)
Appl. Math. Modell.
, vol.20
, Issue.12
, pp. 877-889
-
-
Zaman, M.1
-
185
-
-
0028194429
-
Ice growth rates on ice shielded West Dock Causeway Breach Bridge piers
-
OMAE ASME
-
J.P. Zarling, R. Williams, Ice growth rates on ice shielded West Dock Causeway Breach Bridge piers, 13th Int. Conf. Offshore Mech. Arctic Eng., OMAE 4, ASME, 1994, pp. 57-62.
-
(1994)
13th Int. Conf. Offshore Mech. Arctic Eng.
, vol.4
, pp. 57-62
-
-
Zarling, J.P.1
Williams, R.2
-
186
-
-
0038889506
-
Study on the behavior of geometric nonlinear stability under construction of long-span arch bridges by FEM
-
Chiba, Japan
-
L. Zhao et al., Study on the behavior of geometric nonlinear stability under construction of long-span arch bridges by FEM, 3rd World Cong. Comp. Mech., Chiba, Japan, 1994, pp. J12-J4.
-
(1994)
3rd World Cong. Comp. Mech.
-
-
Zhao, L.1
-
187
-
-
0029483272
-
Effects of soil-structure interaction on seismic response of PC cable-stayed bridge
-
J. Zheng, T. Takeda, Effects of soil-structure interaction on seismic response of PC cable-stayed bridge, Soil Dyn. Earthquake Eng. 14 (6) (1995) 427-437.
-
(1995)
Soil Dyn. Earthquake Eng.
, vol.14
, Issue.6
, pp. 427-437
-
-
Zheng, J.1
Takeda, T.2
-
189
-
-
0029735855
-
Load testing and strength evaluation of a non-composite steel plate girder bridge
-
Chicago, ASCE
-
Y.E. Zhou, Load testing and strength evaluation of a non-composite steel plate girder bridge, 14th Str. Cong., Chicago, ASCE, 1996, pp. 884-891.
-
(1996)
14th Str. Cong.
, pp. 884-891
-
-
Zhou, Y.E.1
-
190
-
-
0028248909
-
Spalling of continuously reinforced concrete pavements
-
D.G. Zollinger et al., Spalling of continuously reinforced concrete pavements, J. Trans. Eng. 120 (3) (1994) 394-411.
-
(1994)
J. Trans. Eng.
, vol.120
, Issue.3
, pp. 394-411
-
-
Zollinger, D.G.1
-
197
-
-
0039482272
-
-
Civil-Comp Press, Edinburgh
-
B.H.V. Topping, (Eds.), CIVIL-COMP 85, Civil-Comp Press, Edinburgh, 1985.
-
(1985)
CIVIL-COMP 85
-
-
Topping, B.H.V.1
-
200
-
-
0039482260
-
-
Civil-Comp Press, Edinburgh
-
B.H.V. Topping, (Ed.), CIVIL-COMP 89, Civil-Comp Press, Edinburgh, 1989.
-
(1989)
CIVIL-COMP 89
-
-
Topping, B.H.V.1
-
203
-
-
0029228469
-
Dynamic soil-bridge interaction
-
R. Betti, Dynamic soil-bridge interaction, Proc. Eng. Mech. ASCE 1 (1995) 82-85.
-
(1995)
Proc. Eng. Mech. ASCE
, vol.1
, pp. 82-85
-
-
Betti, R.1
-
204
-
-
0028387828
-
Combined BE-finite strip analysis of bridges
-
M.S. Cheung et al., Combined BE-Finite strip analysis of bridges, J. Struct. Eng. ASCE 120 (3) (1994) 716-727.
-
(1994)
J. Struct. Eng. ASCE
, vol.120
, Issue.3
, pp. 716-727
-
-
Cheung, M.S.1
-
205
-
-
0038889504
-
Dynamic soil-structure interaction in bridge abutments
-
H.J. Siriwardane (Ed.), Balkema
-
A.M. Cutillas et al., Dynamic soil-structure interaction in bridge abutments, in: H.J. Siriwardane (Ed.), Comp. Meth. Adv. Geomech., Balkema, 1994, pp. 905-910.
-
(1994)
Comp. Meth. Adv. Geomech.
, pp. 905-910
-
-
Cutillas, A.M.1
-
206
-
-
0029634813
-
Combined boundary element and finite element analysis of composite box girder bridges
-
E.M. Galuta, M.S. Cheung, Combined boundary element and finite element analysis of composite box girder bridges, Comput. Struct. 57 (3) (1995) 427-437.
-
(1995)
Comput. Struct.
, vol.57
, Issue.3
, pp. 427-437
-
-
Galuta, E.M.1
Cheung, M.S.2
-
207
-
-
0030402309
-
Numerical modelling of the sound field near a tall building with balconies near a road
-
D.C. Hothersall et al., Numerical modelling of the sound field near a tall building with balconies near a road, J. Sound Vib. 198 (4), (1996) 507-515.
-
(1996)
J. Sound Vib.
, vol.198
, Issue.4
, pp. 507-515
-
-
Hothersall, D.C.1
-
208
-
-
0029370825
-
Dynamic response of finite sized elastic runways subjected to moving loads: A coupled BEM/FEM approach
-
G. Pan, S.N. Atluri, Dynamic response of finite sized elastic runways subjected to moving loads: a coupled BEM/FEM approach, Int. J. Numer. Meth. Eng. 38 (18) (1995) 3143-3166.
-
(1995)
Int. J. Numer. Meth. Eng.
, vol.38
, Issue.18
, pp. 3143-3166
-
-
Pan, G.1
Atluri, S.N.2
-
209
-
-
0040667522
-
Analyses of pavement-soil interaction problems using finite element-boundary element coupled methodologies
-
Chiba, Japan
-
G. Pan et al., Analyses of pavement-soil interaction problems using finite element-boundary element coupled methodologies, 3rd World Cong. Comp. Mech., Chiba, Japan, 1994, pp. D10-D2.
-
(1994)
3rd World Cong. Comp. Mech.
-
-
Pan, G.1
-
210
-
-
38149144240
-
Nonlinear transient dynamic analysis of soil-pavement interaction under moving load: A coupled BEM-FEM approach
-
G. Pan et al., Nonlinear transient dynamic analysis of soil-pavement interaction under moving load: a coupled BEM-FEM approach, Eng. Anal. Boundary Elem. 14 (1) (1994) 99-112.
-
(1994)
Eng. Anal. Boundary Elem.
, vol.14
, Issue.1
, pp. 99-112
-
-
Pan, G.1
-
211
-
-
0040667507
-
Study on dynamic response of bridge caused by loads in line at high speed by BEM
-
H. Shirahata et al., Study on dynamic response of bridge caused by loads in line at high speed by BEM, Proc. Jpn. Soc. Civil Eng. 549 (1-37) (1996) 107-114.
-
(1996)
Proc. Jpn. Soc. Civil Eng.
, vol.549
, Issue.1-37
, pp. 107-114
-
-
Shirahata, H.1
|