A Review on Seismic Performance of Steel Plate Concrete Walls with Openings

Sukang Wang; Chunjie Li; Lin Gao

doi:10.54097/

Authors

Sukang Wang
Chunjie Li
Lin Gao

DOI:

https://doi.org/10.54097/

Keywords:

Steel plate shear wall, Seismic performance, Pierce

Abstract

Double steel plate concrete combination wall is a new structural form, with reinforced concrete structure does not have the advantages: both sides of the steel plate can be used as a template for concrete pouring, control the width of cracks in the concrete and extension of leakage, to avoid premature collapse, out of the working state, and at the same time can mitigate the hazards of the impact of the flying object to play a protective role; filled with concrete to enhance the stability of the steel plate to avoid the premature bulging of the steel plate. Drumming. Opening holes in the shear wall structure will not only reduce the integrity of the shear wall, but also affect its seismic performance. When faced with different functional requirements, the selected opening design program will also be different, but for the specific hole arrangement method there is no clear provisions given in the code. Therefore, a large number of scholars at home and abroad have carried out research on shear walls with different opening sizes, locations or shapes by means of experiments and simulations to analyze the influence of these factors on shear walls with openings first.

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