MARC View

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001			vtls000098127
003			KUKTEM
005			20251117113337.0
008			161121t2016 my ab f m 000 0 eng d
020			_aTHE0000634(Local)
039		9	_a201905161103 _bnazirah _c201712131228 _dfateeha _y201611211544 _zfateeha
040			_aUMP
090			_aFKASA .N875 2016 r Bc.
100	0		_aNuraziemah Zainal
245	1	4	_aThe earthquake effect of multi-storey building due to surrounding earthquake in Malaysia / _cNuraziemah Zainal
260			_aKuantan, Pahang : _bUMP, _c2016
300			_axiv, 52 p. : _bcol. ill., maps ; _c30 cm. + _e1 CD-ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
504			_aBibliography : p. 51-52
520	3		_aMost structures in Malaysia were designed without considering for seismic factor during its service lifetime. However, in recent years Malaysia has experienced the effects of earthquake such as at Ranau, Sabah and was impacted from Tsunami on 2004. Besides that, earthquake originated mainly from epicenters in the western zones arising from the Sumatra and Philippines. The aim of this study is to study the behaviour reinforced concrete of Multi-storey building that subjected to earthquake excitation. Thus, this research present comparative analysis using SAP2000 and Esteem 8 software (shear forces and moment resistances). During this phase, all the information, data, studies and facts that are related to study, should be known. The information to be collected is useful for model and analyze our structure. The information and data that required are architectural drawing of the building and the earthquake data. Raw data of earthquake originated from Tsunami in Aceh which recorded in Malaysia seismic stations will be collected from Malaysian Meteorological Department (MMD). Based on architecture drawing of multi-storey building, the structural drawing should be design using Esteem 8 and SAP2000 software as a planned. There the multi-storey reinforced concrete building which were design 5th floor level of building. The designed for both software were considering earthquake factor and data. The best result will be compare to select the best software for considering earthquake design for multi-storey building. Other than that, this study are to determine the best mode shape of free vibration analysis. There have 12 mode shape with different natural period and frequencies. Results such as the natural frequencies, vibration modes of the structure, bending moment and shear force etc. are collected and analyzed. Generally, the multi-storey structure with consideration of seismic ground motion is still within members capacity desirable range.
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/4083 _zAccess in library only
999			_aVIRTUA40 _c7099 _d7105
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992