CAPACITY DESIGN CRITERIA FOR CONNECTIONS IN PRECAST STRUCTURES

摘要：

The seismic design of precast structures can be based on the standard capacity design criteria provided that a good seismic behaviour of the connections, without early brittle failures, is guaranteed. The knowledge of the seismic behaviour of connections, e.g. in terms of ductility resources, is so far lacking, and capacity design criteria for their proportioning are required. Based on this need, this paper presents, in an overall organized way, the capacity design criteria to be applied to the different types of connections which may be present in a typical precast concrete structure for industrial buildings, when designed for earthquake resistance.

关键词： Precast Structures Connections Seismic Behaviour Capacity Design.

作者: F. Biondini L. Ferrara G. Toniolo

作者单位: Associate Professor, Department of Structural Engineering, Politecnico di Milano, Milan, Italy Assistant Professor, Department of Structural Engineering, Politecnico di Milano, Milan, Italy Professor, Department of Structural Engineering, Politecnico di Milano, Milan, Italy

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）