>
Fa   |   Ar   |   En
   detailed description of fragility curve method for seismic analysis of geotechnical structures  
   
نویسنده alavi meisam ,heshmati r ali akbar ,razeghi hamid reza
منبع پنجمين كنفرانس ملي مهندسي ژئوتكنيك ايران و دومين كنفرانس بين المللي مهندسي زلزله و ژئوتكنيك لرزه اي - 1401 - دوره : 5 - پنجمین کنفرانس ملی مهندسی ژئوتکنیک ایران و دومین کنفرانس بین المللی مهندسی زلزله و ژئوتکنیک لرزه ای - کد همایش: 01220-77240 - صفحه:0 -0
چکیده    Application of fragility curve analysis is progressively expanding worldwide for seismic risk analyses of structures. despite wide use of this method for structural elements such as beams or frames, concentration on using this method for geotechnical structures is relatively scarce. hence, the current study tries to decrease ambiguity regarding this method and its requirements to increase the application of this method for geotechnical structures. detailed descriptions of this method are explained using three significant examples of fragility curves of concrete dams, cantilever retaining walls, and pile-supported wharves. finally, five essential steps were defined for developing fragility curves for geotechnical structures.
کلیدواژه fragility curves، seismic risk analysis، concrete dams، cantilever retaining walls، pile-supported wharves
آدرس , iran, , iran, , iran
پست الکترونیکی razeghi@iust.ac.ir
 
     
   
Authors
  
 
 

Copyright 2023
Islamic World Science Citation Center
All Rights Reserved