MARC View

000			02179ntm a2200289 a 4500
001			vtls000099197
003			KUKTEM
005			20251117113338.0
008			170419t2017 my a f a m 000 0 eng d
020			_aTHE0000305(Local)
039		9	_a201905141650 _bnazirah _c201712061237 _dhuda _y201704191535 _zfateeha
040			_aUMP
090			_aFKASA .A85 2017 r Bc.
100	0		_aNurul Atikha Khariul Abidin
245	1		_aSeismic performance of elevated water tank under earthquake loading / _cNurul Atikha Khariul Abidin
260			_aKuantan, Pahang : _bUMP, _c2017
300			_axvi, 65 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering (Hons.)) -- Universiti Malaysia Pahang – 2017
504			_aBibliography : p. 64-65
520	3		_aThe elevated water tank is very important structure and it consist various type. Water tank is designed to store quantity of liquid such as liquid petroleum and water to supply to the public or residential area. The design also must resist earthquake loading since Malaysia have been experienced a few earthquake event due to the earthquake loading that occurred in the neighboring countries. Back in 2015, the earthquake has occurred in Ranau, Sabah which affected the building structure and geological changes. However, most of the structure designed in Malaysia did not consider the earthquake loading. So, this study will focused on the seismic performance on reinforced concrete of elevated water tank under earthquake loading. The main objective of this research is to study the seismic behavior of elevated water tank structure in Malaysia region under far field earthquake loading. The structure will be design and simulate by using computer software, SAP2000.
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/25815/ _zAccess in library only
999			_aVIRTUA40 _c7112 _d7118
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992