3D FINITE-ELEMENT ANALYSIS FOR SLAB EFFECT ON THE SEISMIC BEHAVIOR OF FRP REINFORCED CONCRETE(FRC)FRAMES

摘要：

　　This paper describes the effect of the concrete slab on the lateral response of FRP reinforced concrete(FRC)moment resisting frame(MRF).A 3D detailed finite element model was developed to investigate the seismic behavior of a three-story FRC frame.The feasibility and accuracy of the model in predicting the lateral-load drift curve and strains in FRP bars verified against the available experimental data.With the developed model,the slab effect on the behavior of the FRC frame was investigated.The results strongly recommend that the slab contribution must be taken into account during the design of FRC-MRF.

作者: Haitham A.Ibrahim Mohamed F.M.Fahmy Zhishen Wu

作者单位: International Institute for Urban Systems Engineering,Southeast University,Nanjing,210096,China

会议类型: 国际会议

会议名称: the Sixth Asia-Pacific Conference on FRP in Structures (APFIS2017)(第六届亚太纤维增强复合材料结构工程国际会议暨第十届全国建设工程FRP应用学术交流会)

会议地点: 新加坡

会议语种:英文

页码: 1-4

在线出版日期: 2017-07-19（万方平台首次上网日期，不代表论文的发表时间）