NON-LINEAR STATIC METHODS FOR SEISMIC FRAGILITY ANALYSIS AND RELIABILITY EVALUATION OF EXISTING STRUCTURES
Probabilistic approaches are more and more popular for seismic assessment of existing structures and specific methods have been properly developed for earthquake engineering. However, such methods generally require a huge number of non-linear time-history analyses which can be very time-consuming. Consequently, the present paper proposes a practical method based on static (pushover) analyses; a sample application shows the comparison about fragility and reliability evaluation obtained through static and dynamic approaches.
Structural Safety Reliability Non-linear Analysis
C. Faella C. Lima E. Martinelli
Dept. of Civil Engineering, University of Salerno, FiscianoSA.Italy
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）