scholarly journals A HYSTERESIS MODEL OF HIGH-DAMPING RUBBER BEARINGS USING AN INTEGRAL TYPE DEFORMATION HISTORY CONSTITUTIVE LAW

2011 ◽  
Vol 76 (667) ◽  
pp. 1721-1728
Author(s):  
Hideaki KATO ◽  
Takahiro MORI ◽  
Nobuo MUROTA ◽  
Ken ISHII ◽  
Masaru KIKUCHI
Keyword(s):  
Constitutive Law ◽  
Hysteresis Model ◽  
Integral Type ◽  
Deformation History ◽  
High Damping Rubber Bearings ◽  
High Damping Rubber ◽  
Rubber Bearings

Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey

2021 ◽  
Vol 143 ◽  
pp. 106620
Author(s):  
N. Murota ◽  
S. Suzuki ◽  
T. Mori ◽  
K. Wakishima ◽  
B. Sadan ◽  
...  
Keyword(s):  
Seismic Isolation ◽  
Residential Buildings ◽  
High Damping Rubber Bearings ◽  
High Damping Rubber ◽  
Rubber Bearings

scholarly journals INVESTIGATION OF SEISMIC PERFORMANCE OF HIGH DAMPING RUBBER BEARINGS FOR ISOLATED BRIDGES USING REAL-TIME SUBSTRUCTURE HYBRID LOADING TEST METHOD

2007 ◽  
Vol 63 (1) ◽  
pp. 265-276 ◽  
Author(s):  
Yong YUAN ◽  
Hirokazu IEMURA ◽  
Akira IGARASHI ◽  
Tetsuhiko AOKI ◽  
Yoshihisa YAMAMOTO
Keyword(s):  
Real Time ◽  
Seismic Performance ◽  
Test Method ◽  
Loading Test ◽  
High Damping Rubber Bearings ◽  
High Damping Rubber ◽  
Rubber Bearings ◽  
Isolated Bridges

Seismic Analysis and Comparison of Different Base Isolation Systems for a Multi-Storey RC Building with Irregularities in Plan

2012 ◽  
Vol 594-597 ◽  
pp. 1788-1799 ◽  
Author(s):  
Donato Cancellara ◽  
Fabio de Angelis
Keyword(s):  
Base Isolation ◽  
Seismic Analysis ◽  
Cyclic Behavior ◽  
Isolation System ◽  
High Damping Rubber Bearings ◽  
Fixed Base ◽  
Base Isolation System ◽  
High Damping Rubber ◽  
Isolation Systems ◽  
Rubber Bearings

In the present paper the dynamic nonlinear analysis for a 3D base isolated structure is illustrated. A base isolated reinforced concrete building is designed and verified according to the European seismic codes such that the superstructure remains almost completely elastic and the nonlinear elements are localized only in the base isolation system. Nonlinear hysteretic models have been adopted to reproduce the cyclic behavior of the isolators. Two different base isolation systems are considered and their performances are compared for evaluating the behaviour of a base isolated building, highly irregular in plan, in presence of a seismic excitation defined with recorded accelerograms which characterize the bi-directional ground motions. The isolation system has been realized with a combination in parallel of elastomeric bearings and sliding devices. In the first analyzed isolation system we have used the High Damping Rubber Bearings (HDRB) and in the second analyzed isolation system we have used the Lead Rubber Bearings (LRB). Finally a comparative analysis between the base isolated structure with hybrid base isolation systems and the conventional fixed base structure is detailed.

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