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.

引用

页数：4