RIGID-PLASTIC SEISMIC DESIGN OF REINFORCED CONCRETE SHEAR WALL

被引：1
|
作者：
Fan, Chang Lin [1 ]
Zhang, Shan Yuan [1 ]
机构：
[1] TaiYuan Univ Technol, Coll Architecture & Civil Engn, Taiyuana 030024, Shanxi, Peoples R China
来源：
INTERNATIONAL JOURNAL OF MODERN PHYSICS B | 2008年 / 22卷 / 31-32期
关键词：
Rigid-plastic model; the theory of plasticity; Virtual work principle; Shear wall structure;
D O I：
10.1142/S0217979208051108
中图分类号：
O59 [应用物理学];
学科分类号：
摘要：
Basing the displacement-capacity design method and capacity spectrum method, a new rigid-plastic seismic design procedure is proposed to describe the behavior of shear wall structure under strong earthquakes. Firstly the concept of rigid-plastic hinge is used to choose a collapse mechanism of shear wall, then according to the dynamic performance criterion the yield load of structure is determined through rigid-plastic response spectrum. This procedure is used in 11-story reinforced structure shear wall design, the results of comparison with refined Non-Linear Time-History Analysis showing good agreement.
引用
收藏
页码：5740 / 5746
页数：7
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