The Research on Seismic Response of Prestressed Concrete Flat Beam in Pseudo-dynamic Test

被引：0
|
作者：
Li, Feiyan [1 ]
机构：
[1] Xiamen Univ, Tan Kah Kee Coll, Zhangzhou 363105, Fujian, Peoples R China
来源：
PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON ELECTRONIC & MECHANICAL ENGINEERING AND INFORMATION TECHNOLOGY (EMEIT-2012) | 2012年 / 23卷
关键词：
prestressed concrete; flat-beam frame; seismic response; pseudo-dynamic test;
D O I：
暂无
中图分类号：
TP18 [人工智能理论];
学科分类号：
081104 ; 0812 ; 0835 ; 1405 ;
摘要：
By carrying out pseudo-dynamic test on an unbonded and a bonded prestressed concrete flat beam separately, their dynamic properties and seismic responses can be learned; also seismic resistance can be compared. The test results show that framework with prestressed concrete flat beam has certain energy-absorbing capacity, and no matter bonded form or not it makes little influence on overall seismic performance and failure form. In addition, the beam-column strength ratio should be increased properly in design.
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页数：4
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