ULTIMATE CAPACITY OF NATURAL RUBBER BEARINGS USED IN SEISMIC ISOLATION SYSTEM
نویسندگان
چکیده
منابع مشابه
Experiment of Ultimate Shear Failure and Friction Sliding Performance of Rubber Bearings of Bridges
The results showed that (1) the ultimate shear deformation of the rubber bearings with two fixed end plates reached 300% to 400% of the rubber layer thickness. The damage was mainly focused on the rubber layer fracture. The energy dissipation capacity of the bearings was weak, and the hysteresis curve presented a narrow zonal shape. (2) The rubber bearings with unilateral friction sliding had a...
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ژورنال
عنوان ژورنال: AIJ Journal of Technology and Design
سال: 1995
ISSN: 1341-9463,1881-8188
DOI: 10.3130/aijt.1.160