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008			191015t20192019my ab||fram|| 000 0 eng d
020			_aTHE0008129(Local) _qhardback
040			_aUMP _beng _cUMP _erda
090			_aFKASA .A367 2019 r Bc.
100	0		_aMuhammad Aimran Amzar Kamarudin, _eauthor.
245	1	0	_aSeismic performance to cable stayed bridge under different earthquake loadings / _cMuhammad Aimran Amzar Kamarudin
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_c© 2019
300			_axii, 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		_aThe paper deals with the seismic analysis of a stayed cable bridge structure in Malaysia with the aim to compute the response and assess the resistance capacity of the structure under different earthquake loading. Nevertheless, the border state of the stayed cable is assumed as fixed to the ground and type of soil has been neglected. The study was conducted because the tremors in Malaysia were due to the seismic wave generated from the earthquake that occurred in neighbouring countries. Therefore, engineers are concerned about the seismic vulnerability of bridge structures due to lack of earthquake consideration in Malaysia's building design procedure. Bridge structure is the critical structure that will damage cause by the seismic effect and also important component in transportation system. With this, stayed cable bridge is modelled and analysed using Finite Element Modelling(FEM) by SAP2000 software under various type of analysis that cover Free Vibration Analysis (FVA) and Time History Analysis (THA) under the different earthquake loading. Auto wind load in SAP2000 has been used in both analyses. The earthquake loading data is taking from Acheh and El-Centro earthquake that had been record by Malaysia Meteorological Department. Implementation between two type of different earthquake loading will represent the contrasting of dynamic characteristic of bridge structure. Furthermore, the overall seismic performance of stayed cable bridge significantly enhanced in longitudinal and transverse directions. It can summarize that the design of the stayed cable bridge is stable and ability to withstand under major and minor earthquake and also can yield adequate resistance against different earthquake loading.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and colleges _xDisertations
650		0	_aTheses
942			_2lcc _cPSM