000			02675cam a2200313 a 4500
003			EG-GiCUC
008			150418s2014 ua dh f m 000 0 eng d
040			_aEG-GiCUC _beng _cEG-GiCUC
041	0		_aeng
049			_aDeposite
097			_aM.Sc
099			_aCai01.13.05.M.Sc.2014.Ib.N
100	0		_aIbrahim Ragab Attia Sallam
245	1	0	_aNumerical evaluation of Tie-force method for design of reinforced concrete structures against progressive collapse / _cIbrahim Ragab Attia Sallam ; Supervised Hamed M. Salem , Islam M. Ehabbal
246	1	5	_aتقييم عددى لطريقة قوى الشداد المستخدمة فى تصميم المنشأت الخرسانية لمقاومة الانهيار المتتابع
260			_aCairo : _bIbrahim Ragab Attia Sallam , _c2014
300			_a261 , 70 P. : _bcharts , facsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aIn the current study numerical evaluation of Tie-Force method is carried out for design of reinforced concrete structures against progressive collapse. The structure was designed according to Egyptian Code of Practice (ECP). Fully nonlinear dynamic analysis for the structure is carried out using Applied Element Method. According to UFC code, primary vertical structural element is removed and structure behavior is investigated. The results are compared to the UFC limits which are rotation of beams, columns and joints. Also the effect of lateral load direction was investigated. The results shows that the designed reinforced concrete structures designed according to ECP satisfy BS in all vertical and horizontal ties. The designed reinforced concrete structures designed according to ECP satisfy UFC in all vertical ties but not satisfy horizontal ties. The required reinforcements for ties in slabs are greater than the minimum limits of reinforcement of ECP. The designed reinforced concrete structures designed according to ECP and tied according to BS met the UFC code limits. No progressive collapse was occurred in any case of removal for the designed reinforced concrete structures designed according to ECP and tied according to BS. Both of tying system for the designed reinforced concrete structures are safe but BS tying system is more economic than UFC tying system
530			_aIssued also as CD
653		4	_aAPM
653		4	_aProgressive Collapse
653		4	_aTie-Force
700	0		_aHamed Mohamed Mahmoud Salem , _eSupervisor
700	0		_aIslam Mohamed Elhabbal , _eSupervisor
905			_aNazla _eRevisor
905			_aSoheir _eCataloger
942			_2ddc _cTH
999			_c50488 _d50488