000			02219cam a2200325 a 4500
003			EG-GiCUC
005			20250223031653.0
008			170225s2016 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.2016.Mo.W
100	0		_aMohamed Saied Mohamed Ismail
245	1	0	_aWind loads assessment for steel lattice towers with different codes / _cMohamed Saied Mohamed Ismail ; Supervised Walid Abdelltif Attia
246	1	5	_a{uFE97}{uFED8}{uFEF3}{uFEF3}م {uئإإ٣}{uئإؤ٨}{uئإ٨إ}ر{uئإإ٧}{uئإ٩٤} ا{uئإء٣}{uئإإ٣}{uئإ٨إ}{uئإؤؤ} ا{uئإؤئ}ر{uئإئ٣}{uئإ٨إ}ح للأبراج ا{uئإؤئ}{uئإآ٧}{uئإ٩١}{uئإؤآ}{uئإئ٣}{uئإ٩٤} {uئإؤئ}{uئإإ٠}{uئإإأ}وا{uئإ٨آ}{uئإئ٣}{uئإ٨إ}ت ط{uئإ٩١}{uئإؤ٨}{uئإ٨إ} {uئإؤئ}{uئإئأ}{uئإؤآ}واد ا{uئإؤئ}{uئإإ٣}{uئإء٧}{uئإ٩٧}{uئإإ٠}{uئإؤ٤}{uئإ٩٤}
260			_aCairo : _bMohamed Saied Mohamed Ismail , _c2016
300			_a194 P. : _bcharts , facsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThe thesis describes a comparison of wind load calculations on lattice tower with eleven different load standards all over the world. Steel lattice tower of height 40 m assume to be located at rural area with open terrain. The design wind speed and other wind properties as per different standards were calculated. The comparison of different coefficients and loads were prescribed, and a comparative study of wind load effect with different standers on the design of sections. Then a comparative study of the design of sections with different building standards on a constant wind load was done, and comments on the difference are given
530			_aIssued also as CD
653		4	_aDesign wind speed
653		4	_aTower profile
653		4	_aWind velocity
700	0		_aWalid Abdellatif Attia , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aShaima _eCataloger
942			_2ddc _cTH
999			_c59959 _d59959