Experimental determination of the lateral stability and shear failure limit states of bridge rubber bearings-Reference-Cited by-同舟云学术

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Experimental determination of the lateral stability and shear failure limit states of bridge rubber bearings

Published:2018-11 Issue: Volume:174 Page:39-48
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Gauron Olivier,Saidou Adamou,Busson Arnaud,Siqueira Gustavo Henrique,Paultre Patrick^ORCID

Funder

Ministère des Transports du Québec

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference28 articles.

1. Guide specifications for seismic isolation design;AASHTO,2010

2. S6-14 - Canadian highway bridge design code;CSA,2014

3. Displacement-based seismic design of structures;Priestley,2007

4. Stability of elastomeric seismic isolation systems;Buckle,1993

5. An advanced numerical model of elastomeric seismic isolation bearings;Kumar;Earth Eng Struct Dyn,2014

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1. An innovative sliding-controllable laminated rubber bearing for enhancing seismic performance of highway bridges;Engineering Structures;2024-11

2. Critical behavior of thick rubber bearings under compression and shear;Engineering Structures;2024-09

3. Experimental and Numerical Studies on Thick Rubber Bearings under Uniaxial and Offset Tensile Loading;Journal of Structural Engineering;2024-07

4. Experimental and analytical investigations on horizontal behavior of full-scale thick rubber bearings;Soil Dynamics and Earthquake Engineering;2023-11

5. Design, construction and monitoring of continuous curved box girder bridge during bearing replacement-case study;Structure and Infrastructure Engineering;2023-10-10

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