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008			200622t20192019my ab||fram|| 000 0 eng d
020			_aTHE0008624(Local) _qhardback
040			_aUMP _beng _cUMP _erda
090			_aFKASA .H376 2019 r Bc.
100	0		_aMuhammad Hasnun Hasib Mohd Ariffin, _eauthor.
245	1	0	_aSeismic performance of cantilever retaining wall under different earthquake loading / _cMuhammad Hasnun Hasib Mohd Ariffin
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_c© 2019
300			_axi, 75 pages : _billustrations, maps ; _c30 cm. + _e1 CD-ROM
336			_atext _2rdacontent
336			_atext _2rdacontent
337			_aunmediated _2rdamedia
337			_acomputer _2rdamedia
338			_avolume _2rdacarrier
338			_acomputer disc _2rdacarrier
347			_atext file _bPDF _2rda
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504			_aIncludes bibliographical references
520	3		_aDuring past recent years, the number of building structural damage affected by earthquake is increase in Malaysia especially in Sabah. The study was conducted because the tremors in Malaysia were due to the seismic wave generated from the earthquake that occurred in neighbouring countries or low scale earthquake that occured. The reason of failure the structure because of inadequate design by Engineer without considering seismic effect in while designing the structure. Hence, engineers need concerned in lack of consideration of seismic design in Malaysia Standard procedure which can be seen from the seismic performance and vulnerability of cantilever retaining wall that widely used in Malaysia. Retaining wall structures mostly used in retaining the lateral earth pressure that is critical and important to prevent soil from collapse and erode which also held the soil that give the strength to the building and this structure may occur damage and movement due to seismic effect. Therefore, this paper objective is to study the behaviour and dynamic characteristics of retaining wall and asses the resistance capacity of the structure under different earthquake loading. Hence, the cantilever retaining wall simulated by modelled and analysed using finite element seismic response by SAP2000 software under different type of analysis. The analysis that covered in this research is free vibration analysis, time history analysis and response spectrum analysis under two different earthquakes loading. The earthquake loading is obtained from Malaysia Meteorological Department which is Acheh and Elcentro earthquake that implemented in the analysis to do the comparison in dynamic characteristic of cantilever retaining wall. It can summarize that, the retaining wall structures generally capable of resisting low and major seismicity and also can yield potential different earthquake loading.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_xDisertations
650		0	_aTheses
942			_2lcc _cPSM