Finite Element Analysis of Reinforced Concrete Frames with Bracing-Friction Dampers for Seismic Resistance

被引：1
|
作者：
Maida, Yusuke [1 ,3 ]
Sakata, Hiroyasu [2 ]
机构：
[1] Univ Tokyo, Earthquake Res Inst, Tokyo, Japan
[2] Tokyo Inst Technol, Dept Architecture & Bldg Engn, Tokyo, Japan
[3] Univ Tokyo, Earthquake Res Inst, 1-1-1 Yayoi,Bunkyo Ku, Tokyo 1130032, Japan
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2023年 / 27卷 / 14期
关键词：
Earthquake engineering; reinforced concrete building structure; seismic resistance; bracing-friction damper; beam axial force; PERFORMANCE; TESTS;
D O I：
10.1080/13632469.2022.2153946
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this study, the test of reinforced concrete (RC) frames protected with bracing-friction dampers is simulated via a finite element analysis, based on the new connecting method in which a deformed steel bar is passed through a RC frame. Moreover, the influence of the diameter difference of the deformed steel bar on the behaviors of the RC frame and damper is examined. The bar yielded when the diameter of the deformed steel bar was reduced. Therefore, the degree of crack closure in the RC beam after unloading was low, and it was difficult to produce a stable damper axial deformation.
引用
收藏
页码：3975 / 3991
页数：17
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