预应力混凝土框架结构滞回性能非线性研究

Nonlinearity Study of Hysteretic Behaviours for Prestressed Concrete Frame Structures

通过对预应力框架结构在竖向荷载及水平低周反复荷载作用下的试验研究、全过程滞回分析 。

The writer puts forward that augment of coefficient can be used to determine the control point of displacement based on datum and the test of PCFS's(prestressed concrete frame structures) resistance under lateral reversed cyclic loading and hysteretic behavious.