预应力混凝土扁梁框架地震响应试验与理论分析对比  

Comparison on the experiment and theoretical analysis of Seismic Response of Prestressed Concrete Flat-beam Frame

作　　者：李飞燕[1] 

机构地区：[1]厦门大学嘉庚学院,福建漳州363105

出　　处：《福建建筑》2012年第9期34-37,16,共5页Fujian Architecture & Construction

摘　　要：为了研究预应力混凝土扁梁框架的动力特性和地震响应,本文在一榀无粘结和一榀有粘结预应力混凝土扁梁框架拟动力试验数据的基础上,运用有限元软件进行非线性时程分析,在一定程度上对比试验数据。分析结果表明:框架结构由于损伤累积引起结构整体刚度和阻尼比的变化,导致结构自振周期发生变化,进而影响结构在地震中的各种响应。利用有限元软件进行结构地震作用下各种响应的分析,是可行有效的。In order to study the dynamic behaviors and seismic response of prestressed concrete flat beam frame,On the basis of the pseudo-dynamic test on unbonded and bonded prestressed concrete flat-beam frame,By using FEA analysis program,time history analysis of elastic-plastic seismic response for structure was carried out in this paper,and the result was compared in some extent..The results show that the damage-accumulation under the seismic load will lead to the change of the stiffness and damping ratio of the frame structure,then proceed to the next step to influence the different response of the structure under seismic.Using FEA analysis program structure subjected to earthquake response analysis,is feasible and effective.

关 键 词：预应力混凝土 扁梁框架 地震反应 时程分析 

分 类 号：TU317.9[建筑科学—结构工程]