所属单位：土木工程学院

发表刊物：Advanced Material Research

关键字：中文关键字：SRHSHPC框架；力学模型；Column-Beam单元；Opensees；非线性分析，英文关键字：SRHSHPC frames, mechanical model, Column-Beam elem

摘要：Based on the object-oriented finite element analysis software Opensees, a hinged 3-floor 2-span, SRHSHPC frames numerical simulation model was built up, under low cycle loading, Comparing the numerical simulation results with experimental data, the results show that four Gauss integral points of the Nonlinear Beam-Column Element with fiber-model can get best simulation effect. This study can provide theory basis for the SRHSHPC frames numerical simulation and the development of seismic performance.

备注：郑山锁

合写作者：商效瑀,王维

第一作者：李磊,郑山锁

论文类型：期刊论文

卷号：卷：368-373

期号：期：

页面范围：页：963-966

是否译文：否

发表时间：2011-12-01