000			02189ntm a2200289 a 4500
001			vtls000099438
003			KUKTEM
005			20251117113332.0
008			170425t2017 my da f am 000 0 eng d
020			_aTHE0000552(Local)
039		9	_a201905151626 _bnazirah _c201712071606 _dsaini _y201704251223 _znazri
040			_aUMP
090			_aFKASA .L88 2017 r Bc.
100	0		_aAhmad Lutfi Mohd Yusof
245	1	0	_aSeismic performance of cantilever retaining wall structure under earthquake loading / _cAhmad Lutfi Mohd Yusof
260			_aKuantan, Pahang : _bUMP, _c2017
300			_axiii, 50 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 – 2017
504			_aBibliography : p. 50
520	3		_aRetaining wall structures in Malaysia region are placing more emphasis on lateral earth pressure rather than seismic effect. However, Malaysia actually experienced tremors due to the earthquakes occurred in the neighbouring countries. Therefore, the main objective of this research is to study the behaviour of retaining wall structure under earthquake loading and to determine acceleration and displacement of retaining wall structure during earthquake. Hence, a finite element seismic response simulation of a retaining wall structure using SAP2000 has been presented. Time history, response spectrum and free vibration analysis has been carried out and compared throughout this study. Generally, retaining wall structures in Malaysia region are capable of resisting low seismic activity based on the study. This is happen because the design of retaining wall structures for lateral earth pressure can provide sufficient resistance against potential low seismic effects.
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/id/eprint/25707 _zAccess in library only
999			_aVIRTUA40 _c6927 _d6933
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992