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- W3110527080 abstract "In order to promote the precast shear wall structure system in the areas of severe cold and high seismic intensity, a quick-install dry energy-dissipation connection was proposed and the base isolation technology was introduced to the precast structure system. Two 2/3-scale precast shear wall structures were constructed by using the dry energy-dissipation connection and the cast-in-place connection respectively, combining with two types of isolation bearings with different shear stiffness, the quasi-static tests of 4 isolation conditions and 2 seismic conditions were considered. Test results show that the dry energy-dissipation connection can effectively transfer load to achieve the equivalent precast effect of the cast-in-place concrete connection, and can efficiently improve the ductility and the energy consumption capacity of the structure. The reaction force and hysteretic energy consumption of the isolation structure increase steadily and linearly with the increase of displacement. The excellent energy storage and dissipation capacity of the isolation layer can protect the damaged superstructure from further damage. Furthermore, the seismic performance of the isolation structure can be improved by improving the performance of the isolated bearings." @default.
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- W3110527080 date "2021-02-01" @default.
- W3110527080 modified "2023-10-14" @default.
- W3110527080 title "Experimental study on the performance of damaged precast shear wall structures after base isolation" @default.
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- W3110527080 doi "https://doi.org/10.1016/j.engstruct.2020.111553" @default.
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