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- W2367710333 abstract "Multilayer steel plate elastometric have been applied m the bridge engineering and construction engineering to reduce the earthquake device extensively,which usually making of some thin steel plates or the steel wire as reinforced layer.The reinforced steel plates have effect on side expand of rubber,so to raise the compression strength and stiffness and have bigger ability of shearing deformation,which is adapted to the horizontal displacement of the bridge upper structures. This paper according to request of JT/T4-2004 The plate type elastometric pad beatings and JTG D62-2004 Code for design of highway reinforced concrete and prestressed concrete bridges and culverts,analysis the partial shape factor variety because of distributing asymmetry of the reinforced steel plate and carry on the research for paying the influence of a durability of the bridge elastometrie pad bearings systematically.According to the characteristics of stress convergence in region between rubber and steel plates,analyze the shape factor to pay the influence degree of crack sprout." @default.
- W2367710333 created "2016-06-24" @default.
- W2367710333 creator A5082952433 @default.
- W2367710333 date "2006-01-01" @default.
- W2367710333 modified "2023-09-25" @default.
- W2367710333 title "Disequilibrium of Uniform Thickness Effect on Mechanics Performance of the Elastometric Bearings Pads" @default.
- W2367710333 hasPublicationYear "2006" @default.
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