Variation in Mechanical Properties of a Lead–Rubber Bearing Exposed to Low Temperature-Reference-Cited by-同舟云学术

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Variation in Mechanical Properties of a Lead–Rubber Bearing Exposed to Low Temperature

Published:2023-09 Issue:3 Volume:37 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Yaşar Cansu¹,Karuk Volkan²^ORCID,Cavdar Esengul²^ORCID,Ozdemir Gokhan³

Affiliation:

1. ESQUAKE Seismic Isolator Test Laboratory, Eskişehir Technical Univ., Eskisehir 26555, Turkey (corresponding author).

2. ESQUAKE Seismic Isolator Test Laboratory, Eskişehir Technical Univ., Eskisehir 26555, Turkey. ORCID: .

3. ESQUAKE Seismic Isolator Test Laboratory, Eskişehir Technical Univ., Eskisehir 26555, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

https://ascelibrary.org/doi/pdf/10.1061/JCRGEI.CRENG-698

Reference48 articles.

1. Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones

2. ASCE. 2017. Minimum design loads and associated criteria for buildings and other structures. ASCE-7/16. Reston, VA: ASCE.

3. AASHTO. 1997. Standard specification for plain and laminated elastomeric bridge bearings. AASHTO M251-97. Washington, DC: AASHTO.

4. AASHTO. 2014. Guide specification for seismic isolation design. Washington, DC: AASHTO.

5. Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge

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