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A platform for research: civil engineering, architecture and urbanism
Steel plate concrete compound shear wall anti-shear connector design method
The invention relates to a steel plate concrete compound shear wall anti-shear connector design method, and aims to solve the technical problems of compound shear wall interface shearing calculation and connector arrangement in an existing high-rise mixed structure; the technical scheme is that firstly, calculating difference between internal force distributed on a steel plate or concrete according to rigidity under an elastic state with bearing force provided with a corresponding portion under a limit state, obtaining normal section and oblique section interface shearing, and thus further obtaining interface total shearing; secondly, dividing the interface into edge zones, corner zones and a central zone according to the bearing force; furthermore, calculating a connector maximum space preventing local bending of the steel plate; finally, arranging the connector according to the interface total shearing, interface force bearing zones, anti-bending connector maximum space and internal force redistribute requirements. The method is suitable for a plane member, unifies the interface shearing and connector bearing force into the limit state, is connected with current standards, clear in theory concept, can be widely applied to the high-rise mixed structure, and thus providing excellent technical economic benefit.
Steel plate concrete compound shear wall anti-shear connector design method
The invention relates to a steel plate concrete compound shear wall anti-shear connector design method, and aims to solve the technical problems of compound shear wall interface shearing calculation and connector arrangement in an existing high-rise mixed structure; the technical scheme is that firstly, calculating difference between internal force distributed on a steel plate or concrete according to rigidity under an elastic state with bearing force provided with a corresponding portion under a limit state, obtaining normal section and oblique section interface shearing, and thus further obtaining interface total shearing; secondly, dividing the interface into edge zones, corner zones and a central zone according to the bearing force; furthermore, calculating a connector maximum space preventing local bending of the steel plate; finally, arranging the connector according to the interface total shearing, interface force bearing zones, anti-bending connector maximum space and internal force redistribute requirements. The method is suitable for a plane member, unifies the interface shearing and connector bearing force into the limit state, is connected with current standards, clear in theory concept, can be widely applied to the high-rise mixed structure, and thus providing excellent technical economic benefit.
Steel plate concrete compound shear wall anti-shear connector design method
TIAN SHUMING (author)
2015-12-09
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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