-
2
-
-
20544432164
-
Large displacements of elastic-plastic frames exposed to pulse-type ground motions
-
Elsevier Science, CD-ROM paper, Toronto, Canada
-
Adam, C., and Krawinkler, H., 2003. Large displacements of elastic-plastic frames exposed to pulse-type ground motions, Proceedings of Response of Structures to Extreme Loading, Elsevier Science, CD-ROM paper, Toronto, Canada, 8 pp.
-
(2003)
Proceedings of Response of Structures to Extreme Loading
, pp. 8
-
-
Adam, C.1
Krawinkler, H.2
-
4
-
-
0042741041
-
A more rational approach to capacity design of seismic moment frame columns
-
Bondy, K. D., 1996. A more rational approach to capacity design of seismic moment frame columns, Earthquake Spectra, 12 (3), 395-406.
-
(1996)
Earthquake Spectra
, vol.12
, Issue.3
, pp. 395-406
-
-
Bondy, K.D.1
-
5
-
-
0003925406
-
-
John A. Blume Earthquake Engineering Center Report No. 132, Stanford University, Stanford, CA
-
Gupta, A., and Krawinkler, H., 1999. Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures, John A. Blume Earthquake Engineering Center Report No. 132, Stanford University, Stanford, CA.
-
(1999)
Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures
-
-
Gupta, A.1
Krawinkler, H.2
-
6
-
-
20544438758
-
Global Collapse of Frame Structures under Seismic Excitations
-
Ph.D. dissertation, submitted to the Department of Civil and Environmental Engineering, Stanford University, Stanford, CA
-
Ibarra, L., 2003. Global Collapse of Frame Structures under Seismic Excitations, Ph.D. dissertation, submitted to the Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
-
(2003)
-
-
Ibarra, L.1
-
7
-
-
0003826055
-
-
International Code Council (ICC), Falls Church, VA
-
International Code Council (ICC), 2003. International Building Code, Falls Church, VA.
-
(2003)
International Building Code
-
-
-
8
-
-
0004159392
-
-
prepared for the Federal Emergency Management Agency on behalf of SAC, Report No. FEMA-355C, Washington, D.C
-
Krawinkler, H., 2000. State of the Art Report on Systems Performance of Steel Moment Frames Subjected to Earthquake Ground Shaking, prepared for the Federal Emergency Management Agency on behalf of SAC, Report No. FEMA-355C, Washington, D.C.
-
(2000)
State of the Art Report on Systems Performance of Steel Moment Frames Subjected to Earthquake Ground Shaking
-
-
Krawinkler, H.1
-
9
-
-
0012268981
-
-
prepared for the SAC Joint Venture, Report No. SAC/BD-99/01, Washington, D.C
-
MacRae, G. A., 1999. Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment-Resisting Frames, prepared for the SAC Joint Venture, Report No. SAC/BD-99/01, Washington, D.C.
-
(1999)
Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment-Resisting Frames
-
-
MacRae, G.A.1
-
10
-
-
23044497305
-
-
Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, PEER Report 2003/15
-
Medina, R. A., and Krawinkler, H., 2004. Seismic Demands for Nondeteriorating Frame Structures and their Dependence on Ground Motions, PEER Report 2003/15, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
-
(2004)
Seismic Demands for Nondeteriorating Frame Structures and Their Dependence on Ground Motions
-
-
Medina, R.A.1
Krawinkler, H.2
-
11
-
-
0343704817
-
Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames
-
New Zealand Society for Earthquake Engineering, paper No. 1109, Auckland, New Zealand
-
Nakashima, M., and Sawaizumi, S., 2000. Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames, Proceedings, 12th World Conference on Earthquake Engineering, New Zealand Society for Earthquake Engineering, paper No. 1109, Auckland, New Zealand, 8 pp.
-
(2000)
Proceedings, 12th World Conference on Earthquake Engineering
, pp. 8
-
-
Nakashima, M.1
Sawaizumi, S.2
-
12
-
-
0003816497
-
-
Stanford University, Stanford, CA, John A. Blume Earthquake Engineering Center Report No. 95
-
Nassar, A., and Krawinkler, H., 1991. Seismic Demands for SDOF and MDOF Systems, John A. Blume Earthquake Engineering Center Report No. 95, Stanford University, Stanford, CA.
-
(1991)
Seismic Demands for SDOF and MDOF Systems
-
-
Nassar, A.1
Krawinkler, H.2
-
13
-
-
0022680489
-
A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI 318-83)
-
Paulay, T., 1986. A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI 318-83), ACI J. 83 (2), 274-283.
-
(1986)
ACI J.
, vol.83
, Issue.2
, pp. 274-283
-
-
Paulay, T.1
-
14
-
-
0027788362
-
Seismic behavior of moment-resisting steel frames: Analytical study
-
Roeder, C. W., Schneider, S. E, and Carpenter, J. E., 1993. Seismic behavior of moment-resisting steel frames: Analytical study, J. Struct. Eng. 199 (6), 1856-1884.
-
(1993)
J. Struct. Eng.
, vol.199
, Issue.6
, pp. 1856-1884
-
-
Roeder, C.W.1
Schneider, S.E.2
Carpenter, J.E.3
-
15
-
-
0036498410
-
Incremental dynamic analysis
-
Vamvatsikos, D., and Cornell, C. A., 2002. Incremental dynamic analysis, Earthquake Eng. Struct. Dyn. 31 (3), 491-514.
-
(2002)
Earthquake Eng. Struct. Dyn.
, vol.31
, Issue.3
, pp. 491-514
-
-
Vamvatsikos, D.1
Cornell, C.A.2
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