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- W2388337441 abstract "Experimental and theoretical studies have shown that steel-reinforced rubber bearings normally used for small to medium span bridges can be replaced by FRP rubber isolator without any risk. The equivalent damping and shear deformation capacity of FRP rubber isolators are superior to those of steel-reinforced rubber bearings, and the seismic isolation requirement of common small to medium span bridge structures can be satisfied by this kind of isolator. In order to extend the application of FRP rubber isolator as a kind of practical seismic isolator, this paper presents a theoretical approach to the horizontal shear force of rectangular FRP rubber isolators. The relation between total horizontal shear force and the shear strain of rectangular FRP rubber isolators is derived. The influences of plane dimensions, material properties, and rubber and FRP plate parameters of the isolator on the horizontal shear force of rectangular FRP rubber isolators are studied. It is shown that the horizontal shear behaviour of rectangular FRP rubber isolators can be designed to satisfy the seismic isolation requirement of small to middle span bridges, and the shear deformation capacity of FRP rubber isolator is preferable." @default.
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- W2388337441 date "2007-01-01" @default.
- W2388337441 modified "2023-09-26" @default.
- W2388337441 title "PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS" @default.
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