Research on seismic performance of precast prestressed concrete frame

被引：0
|
作者：
Meng, Shaoping [1 ]
Chong, Xun [1 ]
Zhang, Linzhen [1 ]
Pan, Qijian [1 ]
机构：
[1] Southeast Univ, Coll Civil Engn, Nanjing 210096, Peoples R China
来源：
ISISS 2005: Innovation & Sustainability of Structures, Vol 1-3 | 2005年
关键词：
precast; prestressed; frame; seismic performance; beam-column joint; pushover;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Research on seismic behavior of precast concrete frame systems is important to extend their applying, and thus improve the industrialization of construction of China. Precast prestressed concrete frame systems, in which precast beams and columns are connected by bonded post-tensioned tendons, have many evident advantages. Seismic performance of this type of structural system was investigated in this paper. Two precast ptestressed beam-to-column joints were tested under cyclic reversal loads first, and then a three-story, two-bay precast prestressed frame was designed and its seismic behavior was evaluated using inelastic static analysis (Pushover Analysis) procedure, by the help of SAP2000.
引用
收藏
页码：457 / 465
页数：9
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