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利用有限元理论,对双层钢板组合剪力墙进行低周往复加载,考察了跨高比、内填混凝土板厚度、钢板厚度的变化对该种剪力墙抗震性能的影响,并得出相关结论。
The finite element method is used to conduct the low-frequency reciprocating loading on the double-walled composite shear walls. The effects of the span ratio, the thickness of the embedded concrete slab and the thickness of the steel plate on the seismic performance of the shear wall are investigated. in conclusion.