Shear wall truss hybrid type lateral resisting structure system

Abstract

The invention discloses a shear wall-truss hybrid type lateral resisting structure system. An oblique connecting rod is arranged between two shear walls, and the connecting rod, a connecting beam and the shear walls form the shear wall-truss hybrid structure system to resist the horizontal loading effect. The lateral rigidity of the hybrid system is far higher than that of single effect of the shear wall; the invention improves the stress performance of the shear wall, obviously improves the ductility and energy consumption performance of the structure, greatly improves the destroy resistance of a building, avoids collapse of the building under earthquake effect, and effectively protects safety of people lives and properties.

Description

technical field [0001] The invention relates to a shear wall structure system, in particular to a shear wall-truss hybrid lateral force resistance structure system of construction engineering. Background technique [0002] In the current reinforced concrete structure or steel-concrete composite structure, the structural systems include frame structure, shear wall structure, frame-shear wall structure, frame-tube structure, tube structure, and tube-in-tube structure. The interconnection of each component of the above-mentioned various structures adopts rigid connection. In general high-rise buildings and super high-rise buildings, frame-shear wall structures, frame-tube structures, shear wall structures, tube structures, and tube-in-tube structures are widely used. [0003] The conventional connection between the shear wall and the coupling beam is rigid connection, and the structure with the shear wall (including the shear wall structure, the frame-shear wall structure, and...

AI Technical Summary

Problems solved by technology

[0006] Therefore, using the current double-leg or multi-leg shear wall structure, the internal force of the coupling beam can be reduced by artificially reducing the stiffness of the coupling beam (or directly reduce the design value of the internal force without reducing the stiffness of the coupling beam), thereby reducing the The method of reinforcing the connecting beam is unscientific and cannot protect the connecting beam

Under the action of earthquakes, the coupling beams are usually severely damaged and difficult to repair

However, if the connecting beams are strengthened to protect them from damage, the energy dissipation capacity of the shear walls will be greatly reduced, which will aggravate the impact of earthquakes on the buildings, and even threaten the safety of the shear walls, causing serious damage or even collapse of the buildings.

Images