STRUCTURAL SEISMIC DAMPER

被引:40
作者
AGUIRRE, M
SANCHEZ, AR
机构
[1] NATL AUTONOMOUS UNIV MEXICO,FAC INGN,MEXICO CITY 04510,DF,MEXICO
[2] NATL AUTONOMOUS UNIV MEXICO,INST INGN,DEPT STRUCT ENGN,MEXICO CITY 04510,DF,MEXICO
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1992年 / 118卷 / 05期
关键词
D O I
10.1061/(ASCE)0733-9445(1992)118:5(1158)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The energy-dissipating characteristics of U-shaped mild steel strips, called U elements, are investigated by subjecting them to a rolling-bending motion (like that of a bulldozer's tracks). Cycles of such motion are applied to the U elements, obtaining information whereby viscous effects as well as fatique life are determined. Temperature rise during cyclic deformation of the U elements is recorded. A force-displacement model of the U elements is worked out to facilitate analysis of structures to be equipped with these elements. A prototype of a structural seismic damper consisting of a multiplicity of U elements is constructed and tested, and illustrations are presented regarding possible installations of such dampers in structures. A qualitative model of plastic-hinge formation in the U elements is proposed to show the difference between perfectly plastic behavior and real behavior.
引用
收藏
页码:1158 / 1171
页数:14
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