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- W2367070877 abstract "Based on the analysis of boundary conditions' effect on behaviors of steel plate shear wall with slits(SPWS) by finite element software,a set of test apparatus which included linkage mechanism and lateral supporting systems were designed and fabricated.This test apparatus can approximately reflect the frame beam's restraint on SPWS.Two full-scale SPWS specimens subjected to low-frequency cyclic loads were tested successfully.In order to prevent the occurrence of instability in early loading stage,steel tube was used as longitudinal brittle stiffener of specimens.Through the test,the mechanism character and failure modes of SPWS were investigated.Test results indicate that the specimens exhibite yielding adequately before buckling resulting in considerable capacity of deformation and energy dissipation.The test also exposes two problems of 'corner instability' and 'bolt slip' and provides key clues to solve them." @default.
- W2367070877 created "2016-06-24" @default.
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- W2367070877 date "2009-01-01" @default.
- W2367070877 modified "2023-09-25" @default.
- W2367070877 title "Experimental study on full scale steel plate shear wall with slits under low-frequency cyclic loads:PartI" @default.
- W2367070877 hasPublicationYear "2009" @default.
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