New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings-Reference-Cited by-同舟云学术

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New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Zixiang¹^ORCID,Bao Yu²^ORCID

Affiliation:

1. Senior Engineer, Bridge Dept., China Communications Construction (CCCC) Second Highway Consultants Co. Ltd., No. 18, Chuangye Rd., Wuhan 430056, China. ORCID: .

2. Associate Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430062, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12455

Reference24 articles.

1. Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings

2. Experimental determination of critical loads of elastomeric isolators at high shear strain;Buckle I. G.;NCEER Bull.,1994

3. Stability of Elastomeric Isolation Bearings: Experimental Study

4. Han X. 2013. “An analytical model for simulating the critical behavior of elastomeric seismic isolation bearings.” Ph.D. thesis Dept. of Civil and Environmental Engineering Pennsylvania State Univ.

5. Identification of the Controlling Mechanism for Predicting Critical Loads in Elastomeric Bearings

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