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- W2370062007 abstract "The seismic behavior of concrete grill wall has been studied by pseudo-static test.The concrete grill wall is casted in heat preservation blocks.Shear span ratios of the eight test sp ecimens are 0.77,0.84and 1.0respectively.The test results show that under the a ction of vertical load and cyclic lateral load,the small shear span ratio grill walls have collapsed due to shear failure o f link beams with concrete crushing a t the bottom of end wall panels.The di s-placement ductility ratios of all sp ecimens are larger than 3.0and the ul timate displacement angles of all sp ecimens are larger than 1/120.The shear strength of the concrete grill wall can be calculated by the current code formula o f rein-forced concrete shear wall.Finite e lement analysis shows that the lateral stiffness of the concrete grill wa ll can be cal-culated by an equivalent solid shear wall with the thickness of two third o f the original wall thickness.Engin eering calculating example shows that the c oncrete grill wall system satisfies the story drift limit requirement an d shear strength requirement for a 7-story residenti al building with earthquake fortifi cation intensity 8." @default.
- W2370062007 created "2016-06-24" @default.
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- W2370062007 date "2002-01-01" @default.
- W2370062007 modified "2023-09-25" @default.
- W2370062007 title "Experimental Study on Seismic Behav ior of Concrete Grill Wall with Small Shear Span Ratio" @default.
- W2370062007 hasPublicationYear "2002" @default.
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