Seismic design analysis of the country masonry school buildings in the meizoseismal area

被引：4
|
作者：
Yuan, Feng [1 ]
Dan, Yi [1 ]
Qiong, Bi [1 ]
机构：
[1] China SW Architecture Design Res Inst, Chengdu 610042, Peoples R China
来源：
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION | 2011年 / 10卷 / 03期
关键词：
masonry school buildings; tie-columns; tie-beams; ductility; wall between the windows; Wenchuan earthquake; seismic damage;
D O I：
10.1007/s11803-011-0072-2
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Several reinforcing schemes are illustrated that are based on the loading characteristics of typical country masonry school buildings with sparsely spaced transversal walls and large depth. From the seismic damage observed following the Wenchuan Earthquake, the effects of reinforcing schemes, tie-columns and tie-beams on the seismic resistance of masonry buildings are analyzed. The concept of improving the ductility of these types of buildings is presented. Finally, some suggestions are proposed for the design of masonry buildings with sparsely spaced transversal walls and large depth.
引用
收藏
页码：359 / 367
页数：9
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