Development of a Displacement-Based Design Method for Steel Frame-RC Wall Buildings

被引：36
|
作者：
Garcia, Reyes [1 ]
Sullivan, Timothy J. [2 ]
Della Corte, Gaetano [3 ]
机构：
[1] Univ Pavia, ROSE Sch, I-27100 Pavia, Italy
[2] Univ Pavia, Dept Struct Mech, I-27100 Pavia, Italy
[3] Univ Naples Federico II, Dept Struct Engn, Naples, Italy
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2010年 / 14卷 / 02期
关键词：
Displacement-Based Design; Steel Frame-RC Wall Buildings; Drift; Displacement; Time-History Analyses; SEISMIC DESIGN;
D O I：
10.1080/13632460902995138
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A Displacement-Based Design (DBD) methodology for steel frame-RC wall structures has been proposed. The effectiveness of the methodology in limiting lateral displacements has been tested by designing a set of case studies. Their structural performance was investigated through nonlinear time-history analyses by using seven spectrum-compatible accelerograms. For the seismic intensity and modeling assumptions considered in this work, it is found that the proposed design methodology controls the lateral displacements of the buildings well.
引用
收藏
页码：252 / 277
页数：26
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