000			02773nam a2200289 a 4500
001			vtls000092295
003			KUKTEM
005			20251117113347.0
008			151129t2015 my da f abm 000 0 eng d
020			_aTHE0005160(Local)
039		9	_a201905131801 _bhanafiah _c201712061605 _dnazri _c201512021309 _dmaliana _c201511291414 _dmaliana _y201511291241 _zmaliana
040			_aUMP
090			_aFKASA .A369 2015 r Bc.
100	0		_aAhmad Zakwan Zulkefli
245	1	0	_aAnalysis of under-deck cable stayed bridge and combined cable stayed bridge / _cAhmad Zakwan Zulkefli
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axvi, 76 p. : _bill. (some col.) ; _c30 cm. + 1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504			_aBibliography : p. 65 - 66
520	3		_aUnder-deck cable stayed bridge and combined cable stayed bridge is an unconventional cable bridge system which is instead of having cable stay above the deck like the conventional cable stayed system, the stays locates below the deck connected with the struts that as a pylon to the cable. In combined cable stayed system cable are both above and below the deck which like a mixing of conventional and unconventional design. The Purpose of this research is to study the principal theory of under-deck cable stayed and combined cable stayed system and analyses the behavior of the system and compared with the conventional cable stayed system. In this research 2D static analysis of highway bridge have been investigated to determine the maximum and minimum stress on cable and deck, resultant moment and deflection of the bridge. Five model of the bridge with single and multiple spans are considered in this research which are the conventional design, Under-deck cable stayed, Intradosed, Combined cable stayed and Extradosed-intradosed design. The research intended to analyses the effect of the location of the cable stays to the overall behavior of the bridge. The manipulated variable in this analysis shows that cable stay above the deck produced better result than below the deck. But under-deck cable stayed system still produce an acceptable result that gives an option to the engineer. The analysis is successfully done using finite element software, LUSAS
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/25870/ _zAccess in library only
999			_aVIRTUA40 _c7353 _d7359
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