Study of the bending hysteretic behaviour of ductile steel plates for seismic energy dissipation

被引：5

作者：

Escobar, JA ^{[1
]}

Sánchez-Ramírez, AR ^{[1
]}

Dyer, JN ^{[1
]}

机构：

[1] Univ Nacl Autonoma Mexico, Inst Ingn, Mexico City 04510, DF, Mexico

来源：

CANADIAN JOURNAL OF CIVIL ENGINEERING | 2002年 / 29卷 / 06期

关键词：

seismic damper; experimental data fit; analytical load-displacement; laboratory tests; analytical model;

D O I：

10.1139/L02-096

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A study is presented of the nonlinear behaviour of a system of ductile steel plates subjected to bending cyclic loads which could be used as a seismic damper. Evaluation is carried out through laboratory tests, and a nonlinear analytical model is presented. The mechanical properties and deformation capacity of dissipation of the system of steel plates are determined from the experimental data, and a mathematical technique is proposed to fit the data to an analytical model. The results show that, using this technique, the hysteretic model proposed can predict the force-displacement relationship of the plates and the hysteretic energy dissipated by the nonlinear behaviour of the plates.

引用

页码：853 / 862

页数：10