Parameter identification of hysteretic model of rubber-bearing based on sequential nonlinear least-square estimation-Reference-Cited by-同舟云学术

Parameter identification of hysteretic model of rubber-bearing based on sequential nonlinear least-square estimation

Published:2010-09 Issue:3 Volume:9 Page:375-383
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Yin Qiang,Zhou Li,Wang Xinming

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-010-0022-4.pdf

Reference35 articles.

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2. Baber TT and Noori MN (1986), “Modeling General Hysteresis Behavior and Random Vibration Application,” J. Vib. Acoust. Stress Reliab. Des., ASCE, 108: 411–420.

3. Buckle IG, Constantinou MC, et al. (2006), “Seismic Isolation of Highway Bridges,” Special Report MCEER-06-SP07.

4. Chen BJ, Tsai CS and Chung LL et al. (2006), “Seismic Behavior of Structures Isolation with a Hybrid System of Rubber Bearings,” Structural Engineering and Mechanics, 22(6): 761–783.

5. Clark PW, Aiken ID and Kelly JM (1997), “Experimental Studies of the Ultimate Behavior of Seismically-isolated Structures,” Technical Report EERC-97-18, Earthquake Engineering Research Center, University of California Berkeley, California, U.S.A.

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