1 |
Computer and Structures, Inc. (2006). "Perform-3D Nonlinear Analysis and Performance Assessment for 3D Structures version 4." CSI, University of California at Berkeley, CA, USA.
|
2 |
Gupta, A. and Krawinkler, H. (2000). "Behavior of ductile SMRFs at various seismic hazard levels." J. Struc. Eng., ASCE, 126(1). pp.98-107.
|
3 |
Gupta, A. and Krawinkler, H. (2000). "Dynamic P-delta effect for flexible inelastic steel structures." J. Struc. Eng., ASCE, 126(1). 2000. pp.145-154.
DOI
ScienceOn
|
4 |
Kim, M. (2011). "Examination of seismic design for high-rise steel frames under huge earthquake using element bi-linear time-history analysis." J. Korean Soc. Adv. Comp. Struc., 2(4), pp.28-34.
DOI
|
5 |
Uetani, K. and Tagawa, H. (1996). "Deformation concentration phenomena in the process of dynamic collapse of weak-beam-type frame." J. Struc. Construc. Eng., 483, pp.51-60.
|
6 |
Uetani, K. and Tagawa, H. (1996). "Seismic Response of Steel Frames Including Brittle Fractures at Beam-Ends." J. Struc. Construc. Eng., 489, pp.77-84.
|
7 |
Tagawa, H., Uetani, K., Tachibana, A., and Yoshidam, N. (1998). "Experimental Study on Collapse Behavior of Weak-beam Planner Frame Subjected to Repeated Horizontal Loading." J. Struc. Construc. Eng., 513, 1998. pp.89-96.
|