The connection between corrugated steel wall and frame column is similar to the connection between flat steel shear wall and frame column,that is lap welding connection.In order to meet the shear strength requirements of full-foot shear walls connected by single-side lap welding,a integral shell element model is used to simulate the shear strength,and a comparative analysis is made between double-side fillet welds and single-side fillet welds.The results show that the unilateral fillet weld has good force transfer performance and can meet the standard requirements that the shear performance of the steel plate shear wall connection is not lower than that of the wall itself.
关键词
搭接焊连接/单侧角焊缝/抗剪数值模拟/整体壳单元模型
Key words
lap welding connection/unilateral fillet weld/numerical simulation of shear resistance/integral shell element model
维普
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