ANALYSIS OF WEAK CONNECTION NODES BETWEEN CAST-IN-PLACE CONCRETE INSULATION COMPOSITE INFILL WALL AND SHEAR WALL
In recent years,there has been an increasing number of shear wall residential buildings,and research has proposed a node design scheme for weak positions.This node can be used for weak connections between partially cast-in-place concrete insulation composite infill walls and structural components such as shear walls and beams in shear wall structures.At the same time,non-linear civil structural software can also be used for finite element calculation and analysis.The analysis results show that by comparing the shear stress of weak connection nodes and structural components,it can be seen that the shear stress of weak connection between the cast-in-place concrete exterior wall and surrounding structural components is much greater than the shear stress of the main concrete beam under corresponding working conditions.This weak connection node can meet the requirement of failure before the main concrete beam,so the node construction is practical and feasible.
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