-
1
-
-
20444410881
-
Probability and uncertainty in seismic hazard analysis
-
Abrahamson, N. A. and Bommer, J. J. [2005] Probability and uncertainty in seismic hazard analysis, Earthq. Spectra 21(2), 603-607.
-
(2005)
Earthq. Spectra
, vol.21
, Issue.2
, pp. 603-607
-
-
Abrahamson, N.A.1
Bommer, J.J.2
-
2
-
-
34247862138
-
A regularized force-based beam element with a damage-plastic section constitutive law
-
Addessi, D. and Ciampi, V. [2007] A regularized force-based beam element with a damage-plastic section constitutive law, Int. J. Numer. Meth. Eng. 70(5), 610-629.
-
(2007)
Int. J. Numer. Meth. Eng
, vol.70
, Issue.5
, pp. 610-629
-
-
Addessi, D.1
Ciampi, V.2
-
3
-
-
29044446922
-
Displacement, flexibility and mixed beam-column finite element formulations for distributed plasticity analysis
-
Alemdar, B. N. and White, D. W. [2005] Displacement, flexibility and mixed beam-column finite element formulations for distributed plasticity analysis, J. Struct. Eng. 131(12), 1811-1819.
-
(2005)
J. Struct. Eng
, vol.131
, Issue.12
, pp. 1811-1819
-
-
Alemdar, B.N.1
White, D.W.2
-
4
-
-
0019596582
-
Inelastic beams for seismic ananlysis of structrures
-
Anagnostopoulos, S. [1981] Inelastic beams for seismic ananlysis of structrures, J. Struct. Eng. 107(7), 1297-1311.
-
(1981)
J. Struct. Eng
, vol.107
, Issue.7
, pp. 1297-1311
-
-
Anagnostopoulos, S.1
-
5
-
-
4944250380
-
Development and verification of a displacement-based adaptive pushover procedure
-
Antoniou, S. and Pinho, R. [2004] Development and verification of a displacement-based adaptive pushover procedure, J. Earthq. Eng. 8(5), 643-661.
-
(2004)
J. Earthq. Eng
, vol.8
, Issue.5
, pp. 643-661
-
-
Antoniou, S.1
Pinho, R.2
-
6
-
-
0018530678
-
On the geometrical stiffness of a beam in space - a consistent v. w. approach
-
Argyris, J. H., Hilpert, O., Malejannakis, G. A. and Scharpf, D. W. [1979] On the geometrical stiffness of a beam in space - a consistent v. w. approach, Comput. Meth. Appl. Mech. Eng. 20(1), 105-131.
-
(1979)
Comput. Meth. Appl. Mech. Eng
, vol.20
, Issue.1
, pp. 105-131
-
-
Argyris, J.H.1
Hilpert, O.2
Malejannakis, G.A.3
Scharpf, D.W.4
-
7
-
-
0020203205
-
Finite element analysis of two- and three-dimensional elasto-plastic frames - the natural approach
-
Argyris, J. H., Boni, B., Hindenlang, U. and Kleiber, M. [1982] Finite element analysis of two- and three-dimensional elasto-plastic frames - the natural approach, Comput. Meth. Appl. Mech. Eng. 110 11), 221-248.
-
(1982)
Comput. Meth. Appl. Mech. Eng
, vol.110
, Issue.11
, pp. 221-248
-
-
Argyris, J.H.1
Boni, B.2
Hindenlang, U.3
Kleiber, M.4
-
8
-
-
33744903959
-
Energy-dissipative momentum-conserving time-stepping algorithms for finite strain multiplicative plasticity
-
Armero, F. [2006] Energy-dissipative momentum-conserving time-stepping algorithms for finite strain multiplicative plasticity, Comput. Meth. Appl. Mech. Eng. 195(37-40), 4862-4889.
-
(2006)
Comput. Meth. Appl. Mech. Eng
, vol.195
, Issue.37-40
, pp. 4862-4889
-
-
Armero, F.1
-
9
-
-
59149085811
-
-
ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings (Applied Technology Council, California Seismic Safety Commission, Redwood City, California, USA, 1996).
-
ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings (Applied Technology Council, California Seismic Safety Commission, Redwood City, California, USA, 1996).
-
-
-
-
10
-
-
38849190128
-
Shear-bending-torsion interaction in structural concrete members: A nonlinear coupled sectional approach
-
Bairan, G. J. M. and Mari, A. R. [2007] Shear-bending-torsion interaction in structural concrete members: A nonlinear coupled sectional approach, Arch. Comput. Meth. Eng. 14(3), 249-278.
-
(2007)
Arch. Comput. Meth. Eng
, vol.14
, Issue.3
, pp. 249-278
-
-
Bairan, G.J.M.1
Mari, A.R.2
-
11
-
-
0019615160
-
Seismic damage in reinforced concrete frames
-
Banon, H., Biggs, J. and Irvine, M. [1981] Seismic damage in reinforced concrete frames, J. Struct. Eng. 107(9), 1713-1729.
-
(1981)
J. Struct. Eng
, vol.107
, Issue.9
, pp. 1713-1729
-
-
Banon, H.1
Biggs, J.2
Irvine, M.3
-
12
-
-
0031248311
-
Viscous damage model for Timoshenko beam structures
-
Barbat, A. H., Oller, S., Onate, E. and Hanganu, A. [1997] Viscous damage model for Timoshenko beam structures, Int. J. Solids Struct. 34(30), 3953-3976.
-
(1997)
Int. J. Solids Struct
, vol.34
, Issue.30
, pp. 3953-3976
-
-
Barbat, A.H.1
Oller, S.2
Onate, E.3
Hanganu, A.4
-
13
-
-
13844313528
-
Finite element response sensitivity analysis: A comparison between force-based and displacement-based frame element models
-
Barbato, M. and Conte, J. P. [2005] Finite element response sensitivity analysis: A comparison between force-based and displacement-based frame element models, Comput. Meth. Appl. Mech. Eng. 194(12-16), 1479-1512.
-
(2005)
Comput. Meth. Appl. Mech. Eng
, vol.194
, Issue.12-16
, pp. 1479-1512
-
-
Barbato, M.1
Conte, J.P.2
-
14
-
-
0019007258
-
Some practical procedures for the solution of nonlinear finite element equations
-
Bathe, K. J. and Cimento, A. P. [1980] Some practical procedures for the solution of nonlinear finite element equations, Comput. Meth. Appl. Mech. Eng. 22(1), 59-85.
-
(1980)
Comput. Meth. Appl. Mech. Eng
, vol.22
, Issue.1
, pp. 59-85
-
-
Bathe, K.J.1
Cimento, A.P.2
-
15
-
-
0020500652
-
On the automatic solution of non-linear finite element equations
-
Bathe, K. J. and Dvorkin, E. N. [1983] On the automatic solution of non-linear finite element equations, Comput. Struct. 17 5-6), 871-879.
-
(1983)
Comput. Struct
, vol.17
, Issue.5-6
, pp. 871-879
-
-
Bathe, K.J.1
Dvorkin, E.N.2
-
16
-
-
84986947157
-
Incremental displacement algorithms for non-linear problems
-
Batoz, J. L. and Dhatt, G. [1979] Incremental displacement algorithms for non-linear problems, Int. J. Numer. Meth. Eng. 26, 1262-1267.
-
(1979)
Int. J. Numer. Meth. Eng
, vol.26
, pp. 1262-1267
-
-
Batoz, J.L.1
Dhatt, G.2
-
17
-
-
0017367955
-
Prediction of hysteresis in reinforced concrete members
-
Bazant, S. and Bhat, P. [1977] Prediction of hysteresis in reinforced concrete members, J. Struct. Eng. 103(1), 151-167.
-
(1977)
J. Struct. Eng
, vol.103
, Issue.1
, pp. 151-167
-
-
Bazant, S.1
Bhat, P.2
-
19
-
-
0031244944
-
A state-of-the-art report on computational stochastic mechanics
-
Bergman, L. A. et al. [1997] A state-of-the-art report on computational stochastic mechanics, Prob. Eng. Mech. 12(4), 197-321.
-
(1997)
Prob. Eng. Mech
, vol.12
, Issue.4
, pp. 197-321
-
-
Bergman, L.A.1
-
20
-
-
0003492247
-
-
Comitee Euro-International du Beton CEB, State of the art report
-
Comitee Euro-International du Beton CEB. RC frames under earthquake loading: State of the art report (1996).
-
(1996)
RC frames under earthquake loading
-
-
-
21
-
-
34247605913
-
Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading - state of the art
-
Ceresa, P., Petrini, L. and Pinho, R. [2007] Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading - state of the art, J. Earthq. Eng. 11(1), 46-88.
-
(2007)
J. Earthq. Eng
, vol.11
, Issue.1
, pp. 46-88
-
-
Ceresa, P.1
Petrini, L.2
Pinho, R.3
-
23
-
-
3042587106
-
A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings
-
Chopra, A. K. and Goel, R. K. [2004] A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings, Earthq. Eng. Struct. Dyn. 33(8), 903-927.
-
(2004)
Earthq. Eng. Struct. Dyn
, vol.33
, Issue.8
, pp. 903-927
-
-
Chopra, A.K.1
Goel, R.K.2
-
24
-
-
0344129154
-
Nonlinear earthquake behavior of tall buildings
-
Clough, R. and Benuska, L. [1967] Nonlinear earthquake behavior of tall buildings, J. Mech. Eng. 11(4), 129-198.
-
(1967)
J. Mech. Eng
, vol.11
, Issue.4
, pp. 129-198
-
-
Clough, R.1
Benuska, L.2
-
25
-
-
0002666109
-
Effect of stiffness degradation on earthquake ductility requirements
-
Clough, R. W. and Johnston, S. B. [1966] Effect of stiffness degradation on earthquake ductility requirements, in Proc. Japan Earthq. Eng. Symp., pp. 227-232.
-
(1966)
Proc. Japan Earthq. Eng. Symp
, pp. 227-232
-
-
Clough, R.W.1
Johnston, S.B.2
-
26
-
-
0036642831
-
A comparison of current computer analysis methods for seismic performance of reinforced concrete members
-
Cofer, W. F., Zhang, Y. and McLean, D. I. [2002] A comparison of current computer analysis methods for seismic performance of reinforced concrete members, Finite Elements in Analysis and Design 38(9), 835-861.
-
(2002)
Finite Elements in Analysis and Design
, vol.38
, Issue.9
, pp. 835-861
-
-
Cofer, W.F.1
Zhang, Y.2
McLean, D.I.3
-
27
-
-
0042326135
-
Localization issues in force-based frame elements
-
Coleman, J. and Spacone, E. [2001] Localization issues in force-based frame elements, J. Struct. Eng. 127(11), 1257-1265.
-
(2001)
J. Struct. Eng
, vol.127
, Issue.11
, pp. 1257-1265
-
-
Coleman, J.1
Spacone, E.2
-
28
-
-
1842685802
-
Finite element response sensitivity analysis using force-based frame models
-
Conte, J. P., Barbato, M. and Spacone, E. [2004] Finite element response sensitivity analysis using force-based frame models, Int. J. Numer. Meth. Eng. 59(13), 1781-1820.
-
(2004)
Int. J. Numer. Meth. Eng
, vol.59
, Issue.13
, pp. 1781-1820
-
-
Conte, J.P.1
Barbato, M.2
Spacone, E.3
-
29
-
-
0036540736
-
Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines
-
Cornell, C. A., Jalayer, F., Hamburger, R. O. and Foutch, D. A. [2002] Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines, J. Struct. Eng. 129(4), 526-533.
-
(2002)
J. Struct. Eng
, vol.129
, Issue.4
, pp. 526-533
-
-
Cornell, C.A.1
Jalayer, F.2
Hamburger, R.O.3
Foutch, D.A.4
-
30
-
-
0019262099
-
-
Crisfield, M. A. [1980] Fast incremental/iterative solution procedure that handles snap-through, Comput. Struct. 13(1-3), 55-62.
-
Crisfield, M. A. [1980] Fast incremental/iterative solution procedure that handles "snap-through," Comput. Struct. 13(1-3), 55-62.
-
-
-
-
31
-
-
59149093414
-
Elastic-plastic-softening analysis of plane frames
-
Darvall, L. P. and Mendis, P. [1985] Elastic-plastic-softening analysis of plane frames, J. Struct. Eng. 11(4), 8871-888.
-
(1985)
J. Struct. Eng
, vol.11
, Issue.4
, pp. 8871-8888
-
-
Darvall, L.P.1
Mendis, P.2
-
32
-
-
0030468971
-
Structural reliability methods for seismic safety assessment: A review
-
Der Kiureghian, A. [1996] Structural reliability methods for seismic safety assessment: A review, Eng. Struct. 18(6), 412-424.
-
(1996)
Eng. Struct
, vol.18
, Issue.6
, pp. 412-424
-
-
Der Kiureghian, A.1
-
33
-
-
21344458767
-
A comparative study of concentrated plasticity models in dynamic analysis of building structures
-
Dides, M. A. and de la Llera, J. C. [2005] A comparative study of concentrated plasticity models in dynamic analysis of building structures, Earthq. Eng. Struct. Dyn. 34(8), 1005-1026.
-
(2005)
Earthq. Eng. Struct. Dyn
, vol.34
, Issue.8
, pp. 1005-1026
-
-
Dides, M.A.1
de la Llera, J.C.2
-
34
-
-
59149099087
-
-
EC2 [2000] Eurocode 2. Design of Concrete Structures. Part 1: General Rules and Rules for Buildings (European Committee for Standardisation, Brussels, Belgium).
-
EC2 [2000] Eurocode 2. Design of Concrete Structures. Part 1: General Rules and Rules for Buildings (European Committee for Standardisation, Brussels, Belgium).
-
-
-
-
35
-
-
59149091420
-
-
EC3 [1993] Eurocode 3: Design of Steel Structures. Part 1.1: General Rules for Buildings (European Committee for Standardisation, Brussels, Belgium).
-
EC3 [1993] Eurocode 3: Design of Steel Structures. Part 1.1: General Rules for Buildings (European Committee for Standardisation, Brussels, Belgium).
-
-
-
-
36
-
-
59149092549
-
-
EC8 [2003] Eurocode 8: Design of Structures for Earthquake Resistance (European Committee for Standardisation, Brussels, Belgium), draft No. 6 edition.
-
EC8 [2003] Eurocode 8: Design of Structures for Earthquake Resistance (European Committee for Standardisation, Brussels, Belgium), draft No. 6 edition.
-
-
-
-
37
-
-
0032467569
-
Stress-resultant plasticity for frame structures
-
El-Tawil, S. and Deierlein, G. G. [1998] Stress-resultant plasticity for frame structures, J. Eng. Mech. 124(12), 1360-1370.
-
(1998)
J. Eng. Mech
, vol.124
, Issue.12
, pp. 1360-1370
-
-
El-Tawil, S.1
Deierlein, G.G.2
-
38
-
-
0035397949
-
Interaction surfaces of reinforced-concrete sections in biaxial bending
-
Fafitis, A. [2001] Interaction surfaces of reinforced-concrete sections in biaxial bending, J. Struct. Eng. 127(7), 840-846.
-
(2001)
J. Struct. Eng
, vol.127
, Issue.7
, pp. 840-846
-
-
Fafitis, A.1
-
39
-
-
59149095275
-
-
Felippa, C. [2000] Stat. J. 126(12), 1224-1231.
-
(2000)
Stat. J
, vol.126
, Issue.12
, pp. 1224-1231
-
-
Felippa, C.1
-
40
-
-
59149102959
-
-
FEMA-350 [2000] Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (Federal Emergency Management Agency, Washington DC).
-
FEMA-350 [2000] Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (Federal Emergency Management Agency, Washington DC).
-
-
-
-
41
-
-
59149104969
-
-
FEMA-356 [2000] Prestandard and Commentary for the Seismic Rehabilitation of Buildings (Federal Emergency Management Agency, Washington DC).
-
FEMA-356 [2000] Prestandard and Commentary for the Seismic Rehabilitation of Buildings (Federal Emergency Management Agency, Washington DC).
-
-
-
-
43
-
-
33749562364
-
Evaluation of the influence of vertical irregularities on the seismic performance of a nine-storey steel frame
-
Fragiadakis, M., Vamvatsikos, D. and Papadrakakis, M. [2006] Evaluation of the influence of vertical irregularities on the seismic performance of a nine-storey steel frame, Earthq. Eng. Struct. Dyn. 35 12), 1489-1509.
-
(2006)
Earthq. Eng. Struct. Dyn
, vol.35
, Issue.12
, pp. 1489-1509
-
-
Fragiadakis, M.1
Vamvatsikos, D.2
Papadrakakis, M.3
-
44
-
-
84904635512
-
Assessment of nonlinear static analysis procedures in the framework of performance-based design
-
Patras, Greece, June 12-17
-
Fragiadakis, M., Ioannidou, D. and Papadrakakis, M. [2007] Assessment of nonlinear static analysis procedures in the framework of performance-based design, in 8th Nat. Cong. Mechanics (HSTAM2007) (Patras, Greece, June 12-17, 2007).
-
(2007)
8th Nat. Cong. Mechanics (HSTAM2007)
-
-
Fragiadakis, M.1
Ioannidou, D.2
Papadrakakis, M.3
-
45
-
-
59149101195
-
Seismic assessment of frame structures with a beam-column element based on the natural mode method
-
Thessaloniki, Greece
-
Fragiadakis, M., Papachristidis, A. and Papadrakakis, M. [2008] Seismic assessment of frame structures with a beam-column element based on the natural mode method, in Proc. 6th Int. Cong. Computational Mechanics (GRACM 08) (Thessaloniki, Greece).
-
(2008)
Proc. 6th Int. Cong. Computational Mechanics (GRACM 08)
-
-
Fragiadakis, M.1
Papachristidis, A.2
Papadrakakis, M.3
-
46
-
-
0003635966
-
Simulated earthquake motions compatible with prescribed response spectra
-
Technical report, Department of Civil Engineering, Massachusetts Institute of Technology
-
Gasparini, D. A. and Vanmarcke, E. H. [1976] Simulated earthquake motions compatible with prescribed response spectra. Technical report, Department of Civil Engineering, Massachusetts Institute of Technology.
-
(1976)
-
-
Gasparini, D.A.1
Vanmarcke, E.H.2
-
48
-
-
33646166337
-
Problems encountered with the use (or misuse) of Rayleigh damping
-
Hall, J. F. [2006] Problems encountered with the use (or misuse) of Rayleigh damping, Earthq. Eng. Struct. Dyn. 35(5), 525-545.
-
(2006)
Earthq. Eng. Struct. Dyn
, vol.35
, Issue.5
, pp. 525-545
-
-
Hall, J.F.1
-
49
-
-
0038261856
-
Translating research to practice: FEMA/SAC performance-based design procedures
-
Hamburger, R. O., Foutch, D. A. and Cornell, C. A. [2003] Translating research to practice: FEMA/SAC performance-based design procedures, Earthq. Spectra 19(2), 255-267.
-
(2003)
Earthq. Spectra
, vol.19
, Issue.2
, pp. 255-267
-
-
Hamburger, R.O.1
Foutch, D.A.2
Cornell, C.A.3
-
50
-
-
59149087440
-
-
Haukaas, T. and Der Kiureghian, A. [2004] Finite element reliability and sensitivity methods for performance-based engineering. Pacific Earthquake Engineering Research Center, Berkeley, California; Research Report UCB/EERC-2003/14.
-
Haukaas, T. and Der Kiureghian, A. [2004] Finite element reliability and sensitivity methods for performance-based engineering. Pacific Earthquake Engineering Research Center, Berkeley, California; Research Report UCB/EERC-2003/14.
-
-
-
-
51
-
-
33646343707
-
Shape sensitivities in the reliability analysis of nonlinear frame structures
-
Haukaas, T. and Scott, M. H. [2006] Shape sensitivities in the reliability analysis of nonlinear frame structures, Comput. Struct. 84(15-16), 964-977.
-
(2006)
Comput. Struct
, vol.84
, Issue.15-16
, pp. 964-977
-
-
Haukaas, T.1
Scott, M.H.2
-
52
-
-
0019705828
-
Analysis of RC bridge columns under imposed deformations
-
Delft, Netherlands, pp
-
Hellesland, J. and Scordelis, A. [1981] Analysis of RC bridge columns under imposed deformations, in IABSE Colloquium (Delft, Netherlands), pp. 545-559.
-
(1981)
IABSE Colloquium
, pp. 545-559
-
-
Hellesland, J.1
Scordelis, A.2
-
53
-
-
84985759019
-
Improved numerical dissipation for time integration algorithms in structural dynamics
-
Hilber, H., Hughes, T. J. R. and Taylor, R. L. T. [1977] Improved numerical dissipation for time integration algorithms in structural dynamics, Earthq. Eng. Struct. Dyn. 5, 283-292.
-
(1977)
Earthq. Eng. Struct. Dyn
, vol.5
, pp. 283-292
-
-
Hilber, H.1
Hughes, T.J.R.2
Taylor, R.L.T.3
-
55
-
-
26444568744
-
Hysteretic models that incorporate strength and stiffness deterioration
-
Ibarra, L. F., Medina, R. A. and Krawinkler, H. [2005] Hysteretic models that incorporate strength and stiffness deterioration, Earthq. Eng. Struct. Dyn. 34(12), 1489-1511.
-
(2005)
Earthq. Eng. Struct. Dyn
, vol.34
, Issue.12
, pp. 1489-1511
-
-
Ibarra, L.F.1
Medina, R.A.2
Krawinkler, H.3
-
56
-
-
0003826055
-
-
IBC, International Code Council, Falls Church, VA, USA
-
IBC [2000] International Building Code (IBC) (International Code Council, Falls Church, VA, USA).
-
(2000)
International Building Code (IBC)
-
-
-
58
-
-
0036494684
-
An efficient beam-column formulation for 3D reinforced concrete frames
-
Izzuddin, B. A., Siyam A. A. F. M. and Smith, D. L. [2002] An efficient beam-column formulation for 3D reinforced concrete frames, Comput. Struct. 80(7-8), 659-676.
-
(2002)
Comput. Struct
, vol.80
, Issue.7-8
, pp. 659-676
-
-
Izzuddin, B.A.1
Siyam, A.A.F.M.2
Smith, D.L.3
-
60
-
-
0036298788
-
Using finite strain 3D material models in beam and shell elements
-
Klinkel, S. and Govindjee, S. [2002] Using finite strain 3D material models in beam and shell elements, Eng. Comput. 19(7-8), 902-921.
-
(2002)
Eng. Comput
, vol.19
, Issue.7-8
, pp. 902-921
-
-
Klinkel, S.1
Govindjee, S.2
-
62
-
-
0032040715
-
Pros and cons of a pushover analysis of seismic performance evaluation
-
Krawinkler, H. and Seneviratna, G. D. P. K. [1998] Pros and cons of a pushover analysis of seismic performance evaluation, Eng. Struct. 20(4-6), 452-464.
-
(1998)
Eng. Struct
, vol.20
, Issue.4-6
, pp. 452-464
-
-
Krawinkler, H.1
Seneviratna, G.D.P.K.2
-
63
-
-
36849047741
-
Fragility assessment of steel frames using neural networks
-
Lagaros, N. D. and Fragiadakis, M. [2007] Fragility assessment of steel frames using neural networks, Earthq. Spectra 23(4), 735-752.
-
(2007)
Earthq. Spectra
, vol.23
, Issue.4
, pp. 735-752
-
-
Lagaros, N.D.1
Fragiadakis, M.2
-
64
-
-
33746652257
-
Structural optimization: A tool for evaluating seismic design procedures
-
Lagaros, N. D., Fragiadakis, M., Papadrakakis, M. and Tsompanakis, Y. [2006] Structural optimization: A tool for evaluating seismic design procedures, Eng. Struct. 28, 1623-1633.
-
(2006)
Eng. Struct
, vol.28
, pp. 1623-1633
-
-
Lagaros, N.D.1
Fragiadakis, M.2
Papadrakakis, M.3
Tsompanakis, Y.4
-
65
-
-
0021529479
-
Model for inelastic biaxial bending of concrete members
-
Lai, S.-S., Will, G. T. and Otani, S. [1984] Model for inelastic biaxial bending of concrete members, J. Struct. Eng. 110(11), 2563-2584.
-
(1984)
J. Struct. Eng
, vol.110
, Issue.11
, pp. 2563-2584
-
-
Lai, S.-S.1
Will, G.T.2
Otani, S.3
-
66
-
-
0347610126
-
Drift capacity of rectangular reinforced concrete columns with low lateral confinement and high-axial load
-
Lam, S. S. E., Wu, B., Wong, Y. L., Wang, Z. Y., Liu, Z. Q. and Li, C. S. [2003] Drift capacity of rectangular reinforced concrete columns with low lateral confinement and high-axial load, J. Struct. Eng. 129(6), 733-742.
-
(2003)
J. Struct. Eng
, vol.129
, Issue.6
, pp. 733-742
-
-
Lam, S.S.E.1
Wu, B.2
Wong, Y.L.3
Wang, Z.Y.4
Liu, Z.Q.5
Li, C.S.6
-
67
-
-
59149089871
-
Site response modeling uncertainty in "rupture-to-rafters" ground motion simulations
-
Beijing, China; Oct. 12-17
-
Li, W., Assimaki, D. and Fragiadakis, M. [2008] Site response modeling uncertainty in "rupture-to-rafters" ground motion simulations, in 14th World Conf. Earthquake Engineering (14WCEE) (Beijing, China; Oct. 12-17, 2008).
-
(2008)
14th World Conf. Earthquake Engineering (14WCEE)
-
-
Li, W.1
Assimaki, D.2
Fragiadakis, M.3
-
68
-
-
33846093817
-
Prediction of broadband ground-motion time histories: Hybrid low/high-frequency method with correlated random source parameters
-
Liu, P. C., Archuleta, R. J. and Hartzell, S. H. [2007] Prediction of broadband ground-motion time histories: Hybrid low/high-frequency method with correlated random source parameters, Bull. Seismol. Soc. Am. 96, 2118-2130.
-
(2007)
Bull. Seismol. Soc. Am
, vol.96
, pp. 2118-2130
-
-
Liu, P.C.1
Archuleta, R.J.2
Hartzell, S.H.3
-
69
-
-
35748976229
-
Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses?
-
Luco, N. and Bazzurro, P. [2007] Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? Earthq. Eng. Struct. Dyn. 36(13), 1813-1835.
-
(2007)
Earthq. Eng. Struct. Dyn
, vol.36
, Issue.13
, pp. 1813-1835
-
-
Luco, N.1
Bazzurro, P.2
-
71
-
-
0013219423
-
Nonlinear geometric material and time-dependent analysis of three-dimensional reinforced and prestressed concrete frames
-
82/12
-
Mari, A. and Scordelis, A. [1984] Nonlinear geometric material and time-dependent analysis of three-dimensional reinforced and prestressed concrete frames. Research report: SESM Report 82/12.
-
(1984)
Research report: SESM Report
-
-
Mari, A.1
Scordelis, A.2
-
72
-
-
33748590533
-
Analysis of reinforced concrete elements including shear effects
-
Marini, A. and Spacone, E. [2006] Analysis of reinforced concrete elements including shear effects, ACI Struct. J. 103(5), 645-655.
-
(2006)
ACI Struct. J
, vol.103
, Issue.5
, pp. 645-655
-
-
Marini, A.1
Spacone, E.2
-
73
-
-
0018752915
-
Solution of nonlinear finite element equations
-
Matthies, H. and Strang, G. [1979] Solution of nonlinear finite element equations, Int. J. Numer. Meth. Eng. 14(11), 1613-1626.
-
(1979)
Int. J. Numer. Meth. Eng
, vol.14
, Issue.11
, pp. 1613-1626
-
-
Matthies, H.1
Strang, G.2
-
77
-
-
0020719463
-
Analysis of damaged concrete frames for cyclic loads
-
Meyer, C., Roufailel, M. S. and Arzoumanidis, S. G. [1983] Analysis of damaged concrete frames for cyclic loads, Earthq. Eng. Struct. Dyn. 11, 207-228.
-
(1983)
Earthq. Eng. Struct. Dyn
, vol.11
, pp. 207-228
-
-
Meyer, C.1
Roufailel, M.S.2
Arzoumanidis, S.G.3
-
78
-
-
36148967758
-
A 3D numerical model for reinforced and prestressed concrete elements subjected to combined axial, bending, shear and torsion loading
-
Navarro, G. J., Miguel, S. P., Fernandez, P. M. A. and Filippou, F. C. [2007] A 3D numerical model for reinforced and prestressed concrete elements subjected to combined axial, bending, shear and torsion loading, Eng. Struct. 29(12), 3404-3419.
-
(2007)
Eng. Struct
, vol.29
, Issue.12
, pp. 3404-3419
-
-
Navarro, G.J.1
Miguel, S.P.2
Fernandez, P.M.A.3
Filippou, F.C.4
-
79
-
-
0031188073
-
Evaluation of nonlinear frame finite-element models
-
Neuenhofer, A. and Filippou, F. C. [1997] Evaluation of nonlinear frame finite-element models, J. Struct. Eng. 123(7), 958-966.
-
(1997)
J. Struct. Eng
, vol.123
, Issue.7
, pp. 958-966
-
-
Neuenhofer, A.1
Filippou, F.C.2
-
80
-
-
4644341882
-
A new directional simulation method for system reliability. Part II: Application of neural networks
-
Nie, J. and Ellingwood, B. R. [2004] A new directional simulation method for system reliability. Part II: Application of neural networks, Prob. Eng. Mech. 19(4), 437-447.
-
(2004)
Prob. Eng. Mech
, vol.19
, Issue.4
, pp. 437-447
-
-
Nie, J.1
Ellingwood, B.R.2
-
83
-
-
0035297199
-
Deformations of reinforced concrete members at yielding and ultimate
-
Panagiotakos, T. B. and Fardis, M. N. [2001] Deformations of reinforced concrete members at yielding and ultimate, ACI Struct. J. 98 2), 135-148.
-
(2001)
ACI Struct. J
, vol.98
, Issue.2
, pp. 135-148
-
-
Panagiotakos, T.B.1
Fardis, M.N.2
-
84
-
-
0019354251
-
Method for the automatic evaluation of the dynamic relaxation parameters
-
Papadrakakis, M. [1981] Method for the automatic evaluation of the dynamic relaxation parameters, Comput. Meth. Appl. Mech. Eng. 25(1), 35-48.
-
(1981)
Comput. Meth. Appl. Mech. Eng
, vol.25
, Issue.1
, pp. 35-48
-
-
Papadrakakis, M.1
-
85
-
-
0030244597
-
Structural reliability analyis of elastic-plastic structures using neural networks and Monte Carlo simulation
-
Papadrakakis, M., Papadopoulos, V. and Lagaros, N. D. [1996] Structural reliability analyis of elastic-plastic structures using neural networks and Monte Carlo simulation, Comput. Meth. Appl. Mech. Eng. 136 1-2), 145-163.
-
(1996)
Comput. Meth. Appl. Mech. Eng
, vol.136
, Issue.1-2
, pp. 145-163
-
-
Papadrakakis, M.1
Papadopoulos, V.2
Lagaros, N.D.3
-
86
-
-
33745313175
-
Inelastic analysis of framed structures using the fiber approach
-
Cyprus
-
Papaioannou, I., Fragiadakis, M. and Papadrakakis, M. [2005] Inelastic analysis of framed structures using the fiber approach, in Proc. 5th Int. Cong. Computational Mechanics (GRACM 05) (Limasol, Cyprus, 2005 ).
-
(2005)
Proc. 5th Int. Cong. Computational Mechanics (GRACM 05) (Limasol
-
-
Papaioannou, I.1
Fragiadakis, M.2
Papadrakakis, M.3
-
87
-
-
0022043291
-
Mechanistic seismic damage model for reinforced concrete
-
Park, Y. J. and Ang, A. H.-S. [1985] Mechanistic seismic damage model for reinforced concrete, J. Struct. Eng. 111, 722-739.
-
(1985)
J. Struct. Eng
, vol.111
, pp. 722-739
-
-
Park, Y.J.1
Ang, A.H.-S.2
-
88
-
-
33748654189
-
Flexural deformation capacity of rectangular RC columns determined by the CAE method
-
Perus, I., Poljansek, K. and Fajfar, P. [2006] Flexural deformation capacity of rectangular RC columns determined by the CAE method, Earthq. Eng. Struct. Dyn. 35(12), 1453-1470.
-
(2006)
Earthq. Eng. Struct. Dyn
, vol.35
, Issue.12
, pp. 1453-1470
-
-
Perus, I.1
Poljansek, K.2
Fajfar, P.3
-
89
-
-
0033200011
-
Fibre element for cyclic bending and shear of RC structures. I: Theory
-
Petrangeli, M., Pinto, P. E. and Ciampi, V. [1999] Fibre element for cyclic bending and shear of RC structures. I: Theory, J. Eng. Mech. 125(9), 1001.
-
(1999)
J. Eng. Mech
, vol.125
, Issue.9
, pp. 1001
-
-
Petrangeli, M.1
Pinto, P.E.2
Ciampi, V.3
-
90
-
-
0010159123
-
Reliability methods in earthquake engineering
-
Pinto, P. E. [2001] Reliability methods in earthquake engineering, Prog. Struct. Eng. Mater. 3, 76-85.
-
(2001)
Prog. Struct. Eng. Mater
, vol.3
, pp. 76-85
-
-
Pinto, P.E.1
-
92
-
-
0036863485
-
Sensitivity of building loss estimates to major uncertain variables
-
Porter, K. A., Beck, J. L. and Shaikhutdinov, R. V. [2002] Sensitivity of building loss estimates to major uncertain variables, Earthq. Spectra 18(4), 719-743.
-
(2002)
Earthq. Spectra
, vol.18
, Issue.4
, pp. 719-743
-
-
Porter, K.A.1
Beck, J.L.2
Shaikhutdinov, R.V.3
-
93
-
-
0022757555
-
3D beam-column element with generalized plastic hinges
-
Powell, G. H. and Chen, P. F. [1986] 3D beam-column element with generalized plastic hinges, J. Eng. Mech. 112(7), 627-641.
-
(1986)
J. Eng. Mech
, vol.112
, Issue.7
, pp. 627-641
-
-
Powell, G.H.1
Chen, P.F.2
-
94
-
-
0028763487
-
Efficient nonlinear analysis of RC sections
-
Rasheed, H. A. S. and Dinno, K. S. [1994] Efficient nonlinear analysis of RC sections, Comput. Struct. 53(3), 613-623.
-
(1994)
Comput. Struct
, vol.53
, Issue.3
, pp. 613-623
-
-
Rasheed, H.A.S.1
Dinno, K.S.2
-
95
-
-
0022414852
-
Rapid exact inelastic biaxial bending analysis
-
Rotter, J. M. [1985] Rapid exact inelastic biaxial bending analysis, J. Struct. Div. 111, 2659-2674.
-
(1985)
J. Struct. Div
, vol.111
, pp. 2659-2674
-
-
Rotter, J.M.1
-
96
-
-
0031146444
-
A kinematically exact finite element formulation of planar elastic-plastic frames
-
Saje, M., Planinc, I., Turk, G. and Vratanar, B. [1997] A kinematically exact finite element formulation of planar elastic-plastic frames, Comput. Meth. Appl. Mech. Eng. 144(1-2), 125-151.
-
(1997)
Comput. Meth. Appl. Mech. Eng
, vol.144
, Issue.1-2
, pp. 125-151
-
-
Saje, M.1
Planinc, I.2
Turk, G.3
Vratanar, B.4
-
97
-
-
59149092547
-
Modeling of shear yielding members for seismic energy dissipation
-
Vancouver, BC, Canada
-
Saritas, A. and Filippou, F. C. [2004] Modeling of shear yielding members for seismic energy dissipation, in Proc. 13th World Conf. Earthquake Engineering (Vancouver, BC, Canada).
-
(2004)
Proc. 13th World Conf. Earthquake Engineering
-
-
Saritas, A.1
Filippou, F.C.2
-
98
-
-
33846366395
-
On the treatment of uncertainties in structural mechanics and analysis
-
Schuëller, G. I. [2007] On the treatment of uncertainties in structural mechanics and analysis, Comput. Struct. 85(5-6), 235-243.
-
(2007)
Comput. Struct
, vol.85
, Issue.5-6
, pp. 235-243
-
-
Schuëller, G.I.1
-
99
-
-
30844444153
-
Plastic hinge integration methods for force-based beam-column elements
-
Scott, M. H. and Fenves, G. L. [2006] Plastic hinge integration methods for force-based beam-column elements, J. Struct. Eng. 132 2), 244-252.
-
(2006)
J. Struct. Eng
, vol.132
, Issue.2
, pp. 244-252
-
-
Scott, M.H.1
Fenves, G.L.2
-
100
-
-
1342322877
-
Response sensitivity for nonlinear beam-column elements
-
Scott, M. H., Franchin, P., Fenves, G. L. and Filippou, F. C. [2004] Response sensitivity for nonlinear beam-column elements, J. Struct. Eng. 130(9), 1281-1288.
-
(2004)
J. Struct. Eng
, vol.130
, Issue.9
, pp. 1281-1288
-
-
Scott, M.H.1
Franchin, P.2
Fenves, G.L.3
Filippou, F.C.4
-
101
-
-
0032130895
-
Earthquakes, records, and nonlinear responses
-
Shome, N., Cornell, C. A., Bazzurro, P. and Carballo, J. E. [1998] Earthquakes, records, and nonlinear responses, Earthq. Spectra 14(3), 469-500.
-
(1998)
Earthq. Spectra
, vol.14
, Issue.3
, pp. 469-500
-
-
Shome, N.1
Cornell, C.A.2
Bazzurro, P.3
Carballo, J.E.4
-
102
-
-
0000748711
-
Hysteretic models for deteriorating inelastic structures
-
Sivaselvan, M. V. and Reinhorn, A. M. [2000] Hysteretic models for deteriorating inelastic structures, J. Eng. Mech. 126(6), 633-640.
-
(2000)
J. Eng. Mech
, vol.126
, Issue.6
, pp. 633-640
-
-
Sivaselvan, M.V.1
Reinhorn, A.M.2
-
103
-
-
0001113623
-
Nonlinear beam model for R/C frame analysis
-
St. Louis
-
Soleimani, D., Popov, E. P. and Bertero, V. V. [1979] Nonlinear beam model for R/C frame analysis, in 7th ASCE Conf. Electronic Computations, (St. Louis, 1979).
-
(1979)
7th ASCE Conf. Electronic Computations
-
-
Soleimani, D.1
Popov, E.P.2
Bertero, V.V.3
-
104
-
-
0034313777
-
Spectral displacement demands of stiffness- and strength-degrading systems
-
Song, J. and Pincheira, J. A. [2000] Spectral displacement demands of stiffness- and strength-degrading systems, Earthq. Spectra 16 4), 817-851.
-
(2000)
Earthq. Spectra
, vol.16
, Issue.4
, pp. 817-851
-
-
Song, J.1
Pincheira, J.A.2
-
105
-
-
0030186081
-
Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Formulation
-
Spacone, E., Filippou, F. C. and Taucer, F. F. [1996] Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Formulation, Earthq. Eng. Struct. Dyn. 25(7), 711-725.
-
(1996)
Earthq. Eng. Struct. Dyn
, vol.25
, Issue.7
, pp. 711-725
-
-
Spacone, E.1
Filippou, F.C.2
Taucer, F.F.3
-
106
-
-
30644457698
-
An efficient three-dimensional solid finite element dynamic analysis of reinforced concrete structures
-
Spiliopoulos, K. V. and Lykidis, G. Ch. [2006] An efficient three-dimensional solid finite element dynamic analysis of reinforced concrete structures, Earthq. Eng. Struct. Dyn. 35(2), 137-157.
-
(2006)
Earthq. Eng. Struct. Dyn
, vol.35
, Issue.2
, pp. 137-157
-
-
Spiliopoulos, K.V.1
Lykidis, G.C.2
-
108
-
-
0001126599
-
Reinforced concrete response to simulated earthquakes
-
Takeda, T., Sozen, M. A. and Nielsen, N. N. [1970] Reinforced concrete response to simulated earthquakes, J. Struct. Div. 96(12), 2557-2573.
-
(1970)
J. Struct. Div
, vol.96
, Issue.12
, pp. 2557-2573
-
-
Takeda, T.1
Sozen, M.A.2
Nielsen, N.N.3
-
109
-
-
15944368639
-
Direct estimation of seismic demand and capacity of multi-degree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation
-
Vamvatsikos, D. and Cornell, C. A. [2005] Direct estimation of seismic demand and capacity of multi-degree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation, J. Struct. Eng. 131(4), 589-599.
-
(2005)
J. Struct. Eng
, vol.131
, Issue.4
, pp. 589-599
-
-
Vamvatsikos, D.1
Cornell, C.A.2
-
111
-
-
0024016708
-
Predicting the response of reinforced concrete beams subjected to shear using the modified compression field theory
-
Vecchio, F. J. and Collins, M. P. [1988] Predicting the response of reinforced concrete beams subjected to shear using the modified compression field theory, ACI Struct. J. 85(3), 258-268.
-
(1988)
ACI Struct. J
, vol.85
, Issue.3
, pp. 258-268
-
-
Vecchio, F.J.1
Collins, M.P.2
-
112
-
-
59149105723
-
-
SEAOC Vision 2000 [1995] Performance-Based Structural Engineering (Structural Engineers Association of California).
-
SEAOC Vision 2000 [1995] Performance-Based Structural Engineering (Structural Engineers Association of California).
-
-
-
-
113
-
-
0016939287
-
Method for random vibration of hysteretic systems
-
Wen, Y. K. [1976] Method for random vibration of hysteretic systems, ASCE J. Eng. Mech. Div. 102(2), 249-263.
-
(1976)
ASCE J. Eng. Mech. Div
, vol.102
, Issue.2
, pp. 249-263
-
-
Wen, Y.K.1
-
114
-
-
0035743205
-
Reliability and performance-based design
-
Wen, Y. K. [2001] Reliability and performance-based design, Struct. Safety 23(4), 407-428.
-
(2001)
Struct. Safety
, vol.23
, Issue.4
, pp. 407-428
-
-
Wen, Y.K.1
-
115
-
-
2442571357
-
Uncertainty modeling in earthquake engineering
-
Report FD-2, Mid-America Earthquake Center
-
Wen, Y. K., Ellingwood, B. R., Veneziano, D. and Bracci, J. [2003] Uncertainty modeling in earthquake engineering, Report FD-2, Mid-America Earthquake Center.
-
(2003)
-
-
Wen, Y.K.1
Ellingwood, B.R.2
Veneziano, D.3
Bracci, J.4
-
116
-
-
0023332740
-
Static and dynamic analysis of multi-storey including p-delta effects
-
Wilson, E. L. and Habibullah, A. [1987] Static and dynamic analysis of multi-storey including p-delta effects, Earthq. Spectra 3 2), 289-298.
-
(1987)
Earthq. Spectra
, vol.3
, Issue.2
, pp. 289-298
-
-
Wilson, E.L.1
Habibullah, A.2
-
117
-
-
0036805684
-
Validation of the variational asymptotic beam sectional analysis
-
Yu, W., Volovoi, V. V., Hodges, D. H. and Hong, X. [2002] Validation of the variational asymptotic beam sectional analysis, AIAA J. 40 10), 2105-2112.
-
(2002)
AIAA J
, vol.40
, Issue.10
, pp. 2105-2112
-
-
Yu, W.1
Volovoi, V.V.2
Hodges, D.H.3
Hong, X.4
-
118
-
-
0001670899
-
Analysis of reinforced concrete beam-columns under uniaxial excitation
-
Zeris, A. and Mahin, S. A. [1988] Analysis of reinforced concrete beam-columns under uniaxial excitation, J. Struct. Eng. 114 4), 804-820.
-
(1988)
J. Struct. Eng
, vol.114
, Issue.4
, pp. 804-820
-
-
Zeris, A.1
Mahin, S.A.2
-
119
-
-
0028282205
-
First-excursion probability of uncertain structures
-
Zhang, Y. and Der Kiureghian, A. [1994] First-excursion probability of uncertain structures, Prob. Eng. Mech. 9(1-2), 135-143.
-
(1994)
Prob. Eng. Mech
, vol.9
, Issue.1-2
, pp. 135-143
-
-
Zhang, Y.1
Der Kiureghian, A.2
|