Nonlinear progressive collapse analysis for reinforced concrete structures based on alternate path method /
Abdelrahman Tarek Elsaeed Elbanna
Nonlinear progressive collapse analysis for reinforced concrete structures based on alternate path method / التحليل غير الخطى للانهيار المتتابع للمنشآت الخرسانية باستخدام طريقة المسار البديل Abdelrahman Tarek Elsaeed Elbanna ; Supervised Sherif Ahmed Mourad , Ahmed Amir Khalil - Cairo : Abdelrahman Tarek Elsaeed Elbanna , 2013 - 99P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
Progressive collapse (PC) is a situation of transfer the failure from element to another when removing the key element of structure due to extraordinary loads. An R.C. commercial 7-storey building designed according to ACI-318 to resist vertical and lateral loads only is checked in Appendix D in Unified Facilities Criteria (UFC 2010) against PC based on Tie Force (TF) method. Because the building failed to resist PC, so UFC 2010 suggests a strengthening scheme to resist PC based on TF method. A fully dynamic analysis was done using CSI Perform Collapse program based on Alternate Path (AP) method to check the adequacy of the building to resist PC. A comparison between static and dynamic analyses is performed. Also, the effect of vierendeel action is studied in addition to the effect of using the wall on the results.
AP method Progressive collapse UFC
Nonlinear progressive collapse analysis for reinforced concrete structures based on alternate path method / التحليل غير الخطى للانهيار المتتابع للمنشآت الخرسانية باستخدام طريقة المسار البديل Abdelrahman Tarek Elsaeed Elbanna ; Supervised Sherif Ahmed Mourad , Ahmed Amir Khalil - Cairo : Abdelrahman Tarek Elsaeed Elbanna , 2013 - 99P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
Progressive collapse (PC) is a situation of transfer the failure from element to another when removing the key element of structure due to extraordinary loads. An R.C. commercial 7-storey building designed according to ACI-318 to resist vertical and lateral loads only is checked in Appendix D in Unified Facilities Criteria (UFC 2010) against PC based on Tie Force (TF) method. Because the building failed to resist PC, so UFC 2010 suggests a strengthening scheme to resist PC based on TF method. A fully dynamic analysis was done using CSI Perform Collapse program based on Alternate Path (AP) method to check the adequacy of the building to resist PC. A comparison between static and dynamic analyses is performed. Also, the effect of vierendeel action is studied in addition to the effect of using the wall on the results.
AP method Progressive collapse UFC