MODELING OF HIGH DAMPING LAMINATED RUBBER BEARINGS IN BASE ISOLATED LAYERS USING BI-LINEAR FORCE RESTORING CHARACTERISTICS ― Study on the response of the isolation layer ―

被引：0

作者：

Arai Y. ^{[1
]}

Sato D. ^{[2
]}

Shegay A. ^{[2
]}

Tobari R. ^{[3
]}

Yasunaga J. ^{[4
]}

Ueki T. ^{[4
]}

Kaneshiro Y. ^{[4
]}

机构：

[1] School of Environment and Society, Tokyo Institute of Technology

[2] FIRST, Tokyo Institute of Technology

来源：

AIJ Journal of Technology and Design | 2023年 / 29卷 / 71期

关键词：

Base-isolated building; Bi-linear model; High damping rubber bearing; Natural rubber bearing; Restoring force characteristics; Steel damper;

D O I：

10.3130/AIJT.29.68

中图分类号：

学科分类号：

摘要：

High damping laminated rubber bearings are highly popular in seismic isolation application. However, due to the nonlinear dependency of the force restoring characteristics on shear strain, energy balance methods cannot be applied to evaluate the response of the isolation layer. Therefore, by replacing the complex restoring force characteristics of high damping rubber bearings with a simple bi-linear model, energy balance methods can be applied. In this paper, several replacement methods are compared in reproducing the accuracy of the response of the isolation layer using time history analysis and considering different earthquake motion phase characteristics and shear strain conditions. © 2023 Architectural Institute of Japan. All rights reserved.

引用

页码：68 / 73

页数：5

共 3 条

[1] SEISMIC RESPONSE OF BASE-ISOLATED STRUCTURES USING DCFP BEARINGS WITH TRI-LINEAR AND BI-LINEAR BEHAVIORS
Khoshnoudian, F.
Hemmati, A.
PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14
[2] High damping rubber bearings for seismic isolation of buildings (1st report. Hysteretic restoring force characteristics and analytical models)
Fujita, Takafumi
Suzuki, Shigenobu
Fujita, Satoshi
Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C, 1990, 56 (523): : 658 - 665
[3] Seismic analysis of a base-isolated reinforced concrete frame using high damping rubber bearings considering hardening characteristics and bidirectional coupling effect
Dai, Kaoshan
Yang, Yijian
Li, Tao
Ge, Qingzi
Wang, Jianze
Wang, Bin
Chen, Peng
Huang, Zhenhua
STRUCTURES, 2022, 46 : 698 - 712

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