Equivalent frame analysis of flat plate buildings for seismic loading

被引:0
作者
Luo, Y.H. [1 ]
Durrani, A.J. [1 ]
Conte, J.P. [1 ]
机构
[1] Rice Univ, Houston, United States
来源
Journal of structural engineering New York, N.Y. | 1994年 / 120卷 / 07期
关键词
15;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:2137 / 2154
相关论文
共 50 条
[21]   Sensitivity analysis of probabilistic seismic behaviour of wood frame buildings [J].
Gu, Jianzhong .
EARTHQUAKES AND STRUCTURES, 2016, 11 (01) :109-127
[22]   Reliability assessment of RC shear wall-frame buildings subjected to seismic loading [J].
Tuken, Ahmet ;
Dahesh, Mohamed A. ;
Siddiqui, Nadeem A. .
COMPUTERS AND CONCRETE, 2017, 20 (06) :719-729
[23]   SEISMIC LOADING FOR BUILDINGS WITH SETBACKS [J].
WONG, CM ;
TSO, WK .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1994, 21 (05) :863-871
[24]   Seismic loading for buildings with setbacks [J].
Wong, C.M., 1600, Natl Research Council of Canada, Ottawa, Canada (21)
[25]   Seismic Assessment of RC Frame Buildings [J].
Sinkovic, Klemen ;
Perus, Iztok ;
Fajfar, Peter .
SEISMIC BEHAVIOUR AND DESIGN OF IRREGULAR AND COMPLEX CIVIL STRUCTURES II, 2016, 40 :89-97
[26]   Seismic solutions for steel frame buildings [J].
Fairweather, V .
CIVIL ENGINEERING, 1996, 66 (03) :40-43
[27]   Equivalent loading protocols for steel plate shear wall considering seismic action characteristics [J].
Wang, Meng ;
Duan, Haixin ;
Shi, Gang .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2025, 228
[28]   MULTISTORY FLAT PLATE BUILDINGS. [J].
Sbarounis, John A. .
Concrete International, 1984, 6 (02) :70-77
[29]   Selection of seismic excitations for nonlinear analysis of reinforced concrete frame buildings [J].
Lin, Lan ;
Naumoski, Nove ;
Saatcioglu, Murat ;
Foo, Simon ;
Booth, Edmund ;
Gao, Yuling .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2013, 40 (05) :411-426
[30]   Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review [J].
Quagliarini, E. ;
Maracchini, G. ;
Clementi, F. .
JOURNAL OF BUILDING ENGINEERING, 2017, 10 :166-182