دوره 2، شماره 2 - ( 3-1391 )
جلد 2 شماره 2 صفحات 299-287 |
برگشت به فهرست نسخه ها
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Jamshidi Avanaki M, Estekanchi H. COLLAPSE ANALYSIS BY ENDURANCE TIME METHOD. International Journal of Optimization in Civil Engineering 2012; 2 (2) :287-299
URL: http://ijoce.iust.ac.ir/article-1-92-fa.html
URL: http://ijoce.iust.ac.ir/article-1-92-fa.html
COLLAPSE ANALYSIS BY ENDURANCE TIME METHOD. عنوان نشریه. 1391; 2 (2) :287-299
چکیده: (22982 مشاهده)
Estimation of collapse performance is primarily conducted through Collapse Fragility Curves (CFC’s). The EDP-based approach is the main scheme for attaining such curves and employs IDA. Obtaining CFC’s from IDA results is tremendously time consuming and computationally demanding. Introduction of more efficient methods of seismic analysis, can potentially improve this issue. The Endurance Time (ET) method is a straightforward method for dynamic analysis of structures subjected to multilevel excitation intensities. In this paper, collapse analysis using ET analysis results to obtain EDP-based CFC’s, has been explained and demonstrated by a model. For verification, the resulting CFC has been compared to that obtained by IDA.
| بازنشر اطلاعات | |
 | این مقاله تحت شرایط Creative Commons Attribution-NonCommercial 4.0 International License قابل بازنشر است. |
