03087ntm a2200289 a 4500 vtls000092058 KUKTEM 20251117113309.0 151117t2015 my da f absm 000 0 eng d THE0000576(Local) 201905160934 nazirah 201712071533 nazri 201511171031 asma UMP FKASA .N33 2015 r Bc. Nurul Nabila Fazilan Seismic response of a typical 3-legged jacket of fixed offshore platform in Malaysia due to Aceh earthquake / Nurul Nabila Fazilan Kuantan, Pahang : UMP, 2015 xvii, 99 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 84-85 A level of concern among engineers in Malaysia about the crucial aspect to consider the seismic response due to earthquake in structure design still low. Majority of buildings in Malaysia is been designing based on BS8110 .However, these standards do not have any requirements on seismic loads. Actually , Malaysia have experienced the earthquake tremors due to the neighboring countries , such as Indonesia which have experienced of seismological activities in the past few year. Thus, chance of Malaysia being jolted by at least one moderate earthquake cannot be ruled out. The purposes of this study is to estimate the earthquake ground motion due to earthquake in Aceh Indonesia for assessment of offshore platform in Malaysia. Besides , by doing this study ,we could determine the vulnerability of existing offshore platform in Malaysia when subjected to loading from earthquake. The response of the fixed steel jacket offshore platform under earthquake loading (shear , displacement and bending moment ) can be also determined. The region for interested offshore platform site is in Terengganu. All the environmental loads in Terengganu is given such as wave height, current velocity and wind speed are given. The ground motion acceleration from Aceh earthquake also be given. There are three type of seismic response analysis in this study which are free vibration analysis, time history analysis and response spectrum analysis. In free vibration analysis, 12 mode shape is analyses. For the response spectrum analysis ,the analysis is based on response spectra of EuroCode 8.While for the time history analysis ,is referring to the time history of Aceh’s earthquake in 2004. SAP2000 computer software is chosen to analyses the earthquake response to the steel jacket offshore platform. The steel structure is design according to EuroCode 3 standards Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/25101/ Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .N33 2015 r Bc. 0000104340 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9204 | FKASA .N33 2015 r Bc. 0000104341 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6306 6312 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992