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000			02166ntm a2200289 a 4500
001			vtls000092185
003			KUKTEM
005			20251117113343.0
008			151123t2015 my da f abm 000 0 eng d
020			_aTHE0000580(Local)
039		9	_a201905160936 _bnazirah _c201712071519 _dnazri _c201708021608 _dida _y201511230944 _zasma
040			_aUMP
090			_aFKASA .N333 2015 r Bc.
100	0		_aNur Nadia Amira Rosely
245	1	0	_aAnalysis of structure behaviour of domes / _cNur Nadia Amira Rosely
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axiv, 62 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504			_aBibliography : p. 51-52
520	3		_aThis study is about the analysis structural behaviour in domes. Generally important to define the concept concerning the loss of stability and the method to determine the collapse load of the structure. As single layer dome show an important nonlinear behaviour with considerable softening. The purpose of this research is to analyse the several type of domes using Formian the programming language of formex algebra to evaluate the structural behaviour by import the formex file into finite element software LUSAS analysis programming. In this research, will included the comparison between five models of domes with the same span, rise, sweep angle, radius and central angle in term structure behaviour. The structure behaviour involve are maximum buckling, maximum starin and maximum stress. The type of dome that were used are a ribbed dome, two schwedler domes and two lamella domes with same specification. Various type of configuration pattern of dome will be used to analyse
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
856	4	0	_uhttp://ecollib.ump.edu.my/25928/ _zAccess in library only
999			_aVIRTUA40 _c7248 _d7254
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992