Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading: full-scale tests and analytical modeling-Reference-Cited by-同舟云学术

Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading: full-scale tests and analytical modeling

Published:2012-02-03 Issue:13 Volume:41 Page:1845-1860
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Yamamoto Masashi¹,Minewaki Shigeo¹,Yoneda Harumi¹,Higashino Masahiko¹

Affiliation:

1. Research and Development Institute; Takenaka Corporation; Chiba; Japan

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference17 articles.

1. High damping rubber bearings for seismic isolation of buildings: (1st report) hysteretic restoring force characteristics and analytical models;Fujita;Trans. JSME,1990

2. An analytical hysteresis model for elastomeric seismic isolation bearings;Kikuchi;Earthquake Engineering and Structural Dynamics,1997

3. An advanced analytical model for high damping rubber bearings;Tsai;Earthquake Engineering and Structural Dynamics,2003

4. Base isolation system for earthquake protection and vibration isolation of structures: (Part 13) simulation analysis of bi-axial loading test results;Mizukosi;Summaries of Technical Papers of Annual Meeting AIJ,1988

5. Iwata S Iemura H Aoki T Sugiyama K Uno Y Hybrid earthquake loading test (pseudo-dynamic test) of bi-directional base isolation bearing for a large pedestrian bridge Proc. 10th Japan Earthquake Engineering Symposium 1998 207 212

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