现浇钢丝网混凝土墙板抗震性能有限元分析

Application of finite element method in anti-crack performance of the cast-in-place concrete wall with steel meshwork under earthquake action

针对新型现浇钢丝网混凝土墙板在地震作用下的抗裂问题,采用有限元分析方法,对墙体建立了四种不同约束模型和一种密度模型,并对这五种模型进行了模拟试验,对试验数据进行了对比和分析,提出了合理的计算模型,分析了该墙板在地震作用下的抗裂性能。

Anti-crack performance under earthquake action finite element analysis of a new type wall structure with steel meshwork is presented. Having analyzed four kinds of different constraint models and one kind of density model of the wall by finite element method,it proposed the reasonable computation model according to five groups the simulation test data. It also analyzed the anti-crack performance under earthquake action.