Experimental investigation of ultra-low cycle fatigue behaviors of laminated rubber bearings in spatial grid structures

Author:

Wang Xingyu,Li Haiwang,Song Xiayun

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference49 articles.

1. Numerical study on the response of steel-laminated elastomeric bearings subjected to variable axial loads and development of local tensile stresses;Kalfas;Eng Struct,2017

2. Konstantinidis D, Kelly JM, Makris N. Experimental investigation on the seismic response of bridge bearings. Earthquake Engineering Research Center, University of California; 2008.

3. Directional Effects of Shear Combined with Compression on Bridge Elastomeric Bearings;Nguyen;J Bridge Eng,2010

4. Uplift of elastomeric bearings in isolated bridges subjected to longitudinal seismic excitations;Mitoulis;Struct Infrastruct Eng,2015

5. JGJ 7-2010 Technical specification for space frame structures. Beijing:China Architecture & Building Press;2010 [in Chinese].

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