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
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.
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页码:68 / 73
页数:5
相关论文
共 13 条
[1]  
Tanaka Y., Fukuwa N., Et al., Development and analysis of database for base-isolated buildings in Japan, AIJ Journal of Technology and Deign, 17, 35, pp. 79-84, (2011)
[2]  
(2001)
[3]  
Omiya M., Kitamura H., Investigation and analysis on the structural characteristics of the recent base isolated buildings corresponding to long-period ground motion, AIJ Journal of Technology and Deign, 25, 59, pp. 61-66, (2019)
[4]  
pp. 132-140, (1990)
[5]  
Kikuchi M., Aiken I. D., An analytical hysteresis model for elastic seismic isolation bearings, Earthquake Engineering and Structural Dynamics, 26, pp. 215-231, (1997)
[6]  
Takenaka Y., Yamada K., Et al., Modified H-D model: a new smooth-curve hysteresis model of laminated rubber bearings for base isolation, AIJ Journal of Technology and Deign, 14, pp. 87-92, (2001)
[7]  
(1999)
[8]  
Fu H., Sato D., Et al., Response prediction formula for base-isolated building by using period ratio between superstructure and seimic isolation layer, AIJ Journal of Technology and Deign, 24, 58, pp. 951-956, (2018)
[9]  
Design for isolated building considering stiffness distribution for inhomogeneous mass, pp. 569-570
[10]  
Torii S., Murota N., Et al., A study of analysis method and performance test procedure for high damping rubber bearing base on various dependency evaluation, AIJ Journal of Technology and Deign, 8, pp. 101-106, (1999)