Parametric Study of Superelastic-Sliding LRB System for Seismic Response Control of Continuous Bridges-Reference-Cited by-同舟云学术

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Parametric Study of Superelastic-Sliding LRB System for Seismic Response Control of Continuous Bridges

Published:2020-09 Issue:9 Volume:25 Page:04020062
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zheng Wenzhi¹,Wang Hao²^ORCID,Li Jian³^ORCID,Shen Huijun⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of C & PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China.

2. Professor, Key Laboratory of C & PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Kansas, Lawrence, KS 66045. ORCID: .

4. M.S. Candidate, Key Laboratory of C & PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001596

Reference66 articles.

1. Comparison between shape memory alloy seismic restrainers and other bridge retrofit devices;Andrawes B.;J. Bridge Eng.,2007

2. Sensitivity of seismic applications to different shape memory alloy models;Andrawes B.;J. Eng. Mech.,2008

3. Minimum Design Loads for Buildings and Other Structures

4. Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing;Bhuiyan A. R.;Eng. Struct.,2013

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