RESEARCH ON MECHANICAL BEHAVIOR OF PRE-STRESSED CONCRETE GIRDER TRANSFER FLOOR STRUCTURE

摘要：

Two transfer floor structures are established in this paper, one is used reinforce concrete transfer beam (called model 1) and the other used pre-stressed concrete transfer beam (called model 2). The two transfer beams have the same deflection under vertical load but have different height. Study and analyze the structures behavior under vertical load, frequent seismic action and rare seismic action by using finite element software SAP2000. The result from the analysis indicate that when the structure is under vertical load, the prestress can greatly reduce the KZZ5 and the prestressed transfer beams internal force, but also cause other components internal force change. Exerting per-stress has little effect to the structures lateral displacement when the structure is under frequent horizontal seismic action. At the performance point, story drift angles are smaller than the code of 1/50 limited when the structure is under rare seismic action.

作者: Qingzhen Xie Lan Chen

作者单位: School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,P.R.China

会议类型: 国际会议

会议名称: The International Symposium on Innovation & Sustainability of Structures in Civil Engineering(2011年土木工程结构创新与可持续发展国际会议)

会议地点: 厦门

会议语种:英文

页码: 750-754

在线出版日期: 2011-10-28（万方平台首次上网日期，不代表论文的发表时间）