000			02684ntm a2200277 a 4500
001			vtls000102741
003			KUKTEM
005			20251117113352.0
008			180112s2017 my da f am 000 0 eng d
020			_aTHE0000268(Local)
039		9	_a201905141538 _bnazirah _y201801121105 _zsaini
040			_aUMP
090			_aFKASA .A454 2017 r Bc.
100	0		_aNur Amirah Mohd Nasai
245	1	0	_aEffect of soil type on seismic performance of reinforced concrete school building / _cNur Amirah Mohd Nasai
260			_aKuantan, Pahang : _bUMP, _c2017
300			_axi, 75 p. : _bill. (some col.), charts ; _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. 51-55
520	3		_aThe nonlinear time history analysis simulates the response of building when subjected to real earthquake ground motion. Current practice only considers single earthquake in analysis. However, the tremors of earthquake always occur repeatedly for several times after the first one. This nature can be technically called as repeated or multiple earthquake. It also occurred during 2015 in Ranau, Sabah. The seismic performance of a building also influences by the soil type. The objective of this work is to study the effect of multiple earthquake and soil types on seismic performance of reinforced concrete school building. A total of two models of school building which have 2 and 4 storeys will be used in this work. The building is assumed to be located in Sabah. All models will be design based on BS8110 to represent the current RC school building. The nonlinear time history analysis has been conducted on both models using SAP2000. The single and multiple earthquakes has been considered in the analysis with two types of soil. The results are discussed in term of the lateral displacement at each storey and the interstorey drift ratio. In this study, the magnitude of interstorey drift ratio is increasing from the single earthquakes to the repeated earthquakes around 5.0% to 6.0%. Besides, the magnitude of interstorey drift ratio of models on Soil Type D which is around 14% higher than Soil Type B. Therefore, the effect of repeated earthquake and the soil type cannot be neglected for analysis and design in order to build safer structure in seismic region.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
999			_aVIRTUA40 _c7477 _d7483
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992