-
1
-
-
0004041523
-
Earthquake damage evaluation data for california
-
Redwood City (Palo Alto, California): Applied Technology Council. ATC-13
-
ATC-13 Earthquake damage evaluation data for california 1985 Applied Technology Council Redwood City (Palo Alto, California)
-
(1985)
-
-
-
2
-
-
0004266560
-
Seismic evaluation and retrofit of concrete buildings
-
Redwood City (Palo Alto, California): Applied Technology Council. ATC-40
-
ATC-40 Seismic evaluation and retrofit of concrete buildings 1997 Applied Technology Council Redwood City (Palo Alto, California)
-
(1997)
-
-
-
3
-
-
0030105297
-
Statistical analysis of the compressive strength of concrete in structures
-
F.M. Barlett J.G. MacGregor Statistical analysis of the compressive strength of concrete in structures ACI Material J 93 2 1996 158-168
-
(1996)
ACI Material J.
, vol.93
, Issue.2
, pp. 158-168
-
-
Barlett, F.M.1
MacGregor, J.G.2
-
4
-
-
0033244855
-
The effective duration of earthquake strong motion
-
J.J. Bommer A. Martinez-Pereira The effective duration of earthquake strong motion J Earthq Eng 3 2 1999 127-172
-
(1999)
J. Earthq. Eng.
, vol.3
, Issue.2
, pp. 127-172
-
-
Bommer, J.J.1
Martinez-Pereira, A.2
-
6
-
-
3142643573
-
Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part I - Design and properties of a one-third scale model structure
-
Technical report NCEER-92-0027
-
Bracci JM, Reinhorn AM, Mander JB. Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part I - design and properties of a one-third scale model structure. Technical report NCEER-92-0027. 1992
-
(1992)
-
-
Bracci, J.M.1
Reinhorn, A.M.2
Mander, J.B.3
-
7
-
-
0028076727
-
Seismic resistance of composite beam-columns in multi-storey structures, part 2: Analytical model and discussion of results
-
B.M. Broderick A.S. Elnashai Seismic resistance of composite beam-columns in multi-storey structures, part 2: Analytical model and discussion of results J Construct Steel Res 30 3 1994 231-258
-
(1994)
J. Construct. Steel Res.
, vol.30
, Issue.3
, pp. 231-258
-
-
Broderick, B.M.1
Elnashai, A.S.2
-
8
-
-
0003703606
-
Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems
-
Report No. PEER-1999/02. Berkeley: Pacific Earthquake Engineering Research Center, University of California
-
Chopra AK, Goel RK. Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems. Report No. PEER-1999/02. Berkeley: Pacific Earthquake Engineering Research Center, University of California; 1999
-
(1999)
-
-
Chopra, A.K.1
Goel, R.K.2
-
9
-
-
0033879352
-
Probabilistic evaluation of behaviour factors in EC8-designed R/C frames
-
M.K. Chryssanthopoulos C. Dymiotis A.J. Kappos Probabilistic evaluation of behaviour factors in EC8-designed R/C frames Eng Struct 22 8 2000 1028-1041
-
(2000)
Eng. Struct.
, vol.22
, Issue.8
, pp. 1028-1041
-
-
Chryssanthopoulos, M.K.1
Dymiotis, C.2
Kappos, A.J.3
-
10
-
-
27144519563
-
Synthesis of earthquake ground motions for the new madrid seismic zone
-
MS thesis. Atlanta (GA): Georgia Institute of Technology
-
Drosos VA. Synthesis of earthquake ground motions for the new madrid seismic zone. MS thesis. Atlanta (GA): Georgia Institute of Technology; 2003
-
(2003)
-
-
Drosos, V.A.1
-
11
-
-
0036014413
-
Do we really need inelastic dynamic analysis?
-
A.S. Elnashai Do we really need inelastic dynamic analysis? J Earthq Eng 6 1 2002 123-130
-
(2002)
J. Earthq. Eng.
, vol.6
, Issue.1
, pp. 123-130
-
-
Elnashai, A.S.1
-
13
-
-
22944452452
-
Zeus NL - A system for inelastic analysis of structures
-
Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, Program Release September 2002
-
Elnashai AS, Papanikolaou V, Lee D. Zeus NL - a system for inelastic analysis of structures. Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, Program Release September 2002; 2002
-
(2002)
-
-
Elnashai, A.S.1
Papanikolaou, V.2
Lee, D.3
-
14
-
-
0027588225
-
Performance of composite steel/concrete members under earthquake loading, Part I: Analytical model
-
A.S. Elnashai A.Y. Elghazouli Performance of composite steel/concrete members under earthquake loading, Part I: Analytical model Earthq Eng Struct Dyn 22 4 1993 314-345
-
(1993)
Earthq. Eng. Struct. Dyn.
, vol.22
, Issue.4
, pp. 314-345
-
-
Elnashai, A.S.1
Elghazouli, A.Y.2
-
15
-
-
0027611545
-
Modeling of material nonlinearities in steel structures subjected to transient dynamic loading
-
A.S. Elnashai B.A. Izzuddin Modeling of material nonlinearities in steel structures subjected to transient dynamic loading Earthq Eng Struct Dyn 22 1993 509-532
-
(1993)
Earthq. Eng. Struct. Dyn.
, vol.22
, pp. 509-532
-
-
Elnashai, A.S.1
Izzuddin, B.A.2
-
16
-
-
0003749428
-
NEHRP guidelines for seismic rehabilitation of buildings
-
Washington (DC): Federal Emergency Management Agency. FEMA 273
-
FEMA 273 NEHRP guidelines for seismic rehabilitation of buildings 1997 Federal Emergency Management Agency Washington (DC)
-
(1997)
-
-
-
17
-
-
11144301151
-
Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part I: Analytical model verification
-
S.H Jeong A.S. Elnashai Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part I: Analytical model verification J Earthq Eng 9 1 2005 95-128
-
(2005)
J. Earthq. Eng.
, vol.9
, Issue.1
, pp. 95-128
-
-
Jeong, S.H.1
Elnashai, A.S.2
-
18
-
-
11144315605
-
Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part II: Condition assessment and test deployment
-
S.H Jeong A.S. Elnashai Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part II: Condition assessment and test deployment J Earthq Eng 9 2 2005 265-284
-
(2005)
J. Earthq. Eng.
, vol.9
, Issue.2
, pp. 265-284
-
-
Jeong, S.H.1
Elnashai, A.S.2
-
19
-
-
28444472501
-
Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment
-
Nantes (France): Ouest editions
-
Kappos A, Pitilakis K, Stylianidis K, Morfidis K, Asimakopoulos D. Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment. In: Proceedings of the fifth international conference on seismic zonation, vol. I, Nantes (France): Ouest editions; 1995. p. 406-13
-
(1995)
Proceedings of the Fifth International Conference on Seismic Zonation
, vol.1
, pp. 406-413
-
-
Kappos, A.1
Pitilakis, K.2
Stylianidis, K.3
Morfidis, K.4
Asimakopoulos, D.5
-
20
-
-
0031108979
-
Confined concrete model under cyclic load
-
J.E. Martinez-Rueda A.S. Elnashai Confined concrete model under cyclic load Mater Struct 30 197 1997 139-147
-
(1997)
Mater. Struct.
, vol.30
, Issue.197
, pp. 139-147
-
-
Martinez-Rueda, J.E.1
Elnashai, A.S.2
-
21
-
-
0031322739
-
Seismic fragility of LRC frames with and without masonry infill walls
-
K.M. Mosalam G. Ayala R.N. White C. Roth Seismic fragility of LRC frames with and without masonry infill walls J Earthq Eng 1 4 1997 693-720
-
(1997)
J. Earthq. Eng.
, vol.1
, Issue.4
, pp. 693-720
-
-
Mosalam, K.M.1
Ayala, G.2
White, R.N.3
Roth, C.4
-
22
-
-
0018467854
-
Variability of mechanical properties of reinforcing bars
-
S.A. Mirza J.G. MacGregor Variability of mechanical properties of reinforcing bars J Struc Div 105 ST5 1979
-
(1979)
J. Struc. Div.
, vol.105
, Issue.ST5
-
-
Mirza, S.A.1
MacGregor, J.G.2
-
23
-
-
20544454004
-
HAZUS, Earthquake loss estimation technology
-
NIBS. Technical manual prepared by the National Institute of Buildings Sciences (NIBS) for the Federal Emergency Management Agency (FEMA)
-
NIBS. HAZUS, Earthquake loss estimation technology. Technical manual prepared by the National Institute of Buildings Sciences (NIBS) for the Federal Emergency Management Agency (FEMA). 1999
-
(1999)
-
-
-
24
-
-
0033317731
-
A model for buildings' vulnerability assessment using the parameterless scale of seismic intensity (PSI)
-
G. Orsini A model for buildings' vulnerability assessment using the parameterless scale of seismic intensity (PSI) Earthq Spec 15 3 1999 463-483
-
(1999)
Earthq. Spec.
, vol.15
, Issue.3
, pp. 463-483
-
-
Orsini, G.1
-
25
-
-
0013524284
-
Selective repair and strengthening of RC buildings
-
Ph.D. thesis. Imperial College, London
-
Pinho R. Selective repair and strengthening of RC buildings. Ph.D. thesis. Imperial College, London; 2000
-
(2000)
-
-
Pinho, R.1
-
26
-
-
28444445697
-
Spectral evaluation of seismic fragility of structures structural safety and reliability
-
ICOSSAR 2001
-
Reinhorn AM, Barron-Corvera R, Ayala AG. Spectral evaluation of seismic fragility of structures structural safety and reliability. In: ICOSSAR 2001. 2001
-
(2001)
-
-
Reinhorn, A.M.1
Barron-Corvera, R.2
Ayala, A.G.3
-
27
-
-
0038603088
-
Derivation of vulnerability functions for European-type RC structures based on observational data
-
T. Rossetto A. Elnashai Derivation of vulnerability functions for European-type RC structures based on observational data Eng Struct 25 10 2003 1241-1263
-
(2003)
Eng. Struct.
, vol.25
, Issue.10
, pp. 1241-1263
-
-
Rossetto, T.1
Elnashai, A.2
-
28
-
-
0042546822
-
Relation between maximum amplitude ratio and spectral parameters of earthquake ground motion
-
Sawada T, Hirao K, Yamamoto H, Tsujihara O. Relation between maximum amplitude ratio and spectral parameters of earthquake ground motion. In: Proc. 10th world conf. on earthquake engineering, vol. 2. 1992, p. 617-22
-
(1992)
Proc. 10th World Conf. on Earthquake Engineering
, vol.2
, pp. 617-622
-
-
Sawada, T.1
Hirao, K.2
Yamamoto, H.3
Tsujihara, O.4
-
29
-
-
0001477928
-
A study on the duration of strong earthquake ground motion
-
M.D. Trifunac A.G. Brady A study on the duration of strong earthquake ground motion Bull Seismol Soc Amer 65 3 1975 581-626
-
(1975)
Bull. Seismol. Soc. Amer.
, vol.65
, Issue.3
, pp. 581-626
-
-
Trifunac, M.D.1
Brady, A.G.2
-
30
-
-
2442571357
-
Uncertainty modeling in earthquake engineering
-
Mid-America Earthquake Center Project FD-2 report. January
-
Wen YK, Ellingwood BR, Veneziano D, Bracci J. Uncertainty modeling in earthquake engineering. Mid-America Earthquake Center Project FD-2 report. January; 2003
-
(2003)
-
-
Wen, Y.K.1
Ellingwood, B.R.2
Veneziano, D.3
Bracci, J.4
-
31
-
-
0023862707
-
Effect of peak ground acceleration to velocity ratio on ductility demand of inelastic systems
-
T.J. Zhu A.C. Heidebrecht W.K. Tso Effect of peak ground acceleration to velocity ratio on ductility demand of inelastic systems Earthq Eng Struct Dyn 16 1988 63-79
-
(1988)
Earthq. Eng. Struct. Dyn.
, vol.16
, pp. 63-79
-
-
Zhu, T.J.1
Heidebrecht, A.C.2
Tso, W.K.3
|