02189ntm a2200289 a 4500 vtls000099438 KUKTEM 20251117113332.0 170425t2017 my da f am 000 0 eng d THE0000552(Local) 201905151626 nazirah 201712071606 saini 201704251223 nazri UMP FKASA .L88 2017 r Bc. Ahmad Lutfi Mohd Yusof Seismic performance of cantilever retaining wall structure under earthquake loading / Ahmad Lutfi Mohd Yusof Kuantan, Pahang : UMP, 2017 xiii, 50 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 – 2017 Bibliography : p. 50 Retaining wall structures in Malaysia region are placing more emphasis on lateral earth pressure rather than seismic effect. However, Malaysia actually experienced tremors due to the earthquakes occurred in the neighbouring countries. Therefore, the main objective of this research is to study the behaviour of retaining wall structure under earthquake loading and to determine acceleration and displacement of retaining wall structure during earthquake. Hence, a finite element seismic response simulation of a retaining wall structure using SAP2000 has been presented. Time history, response spectrum and free vibration analysis has been carried out and compared throughout this study. Generally, retaining wall structures in Malaysia region are capable of resisting low seismic activity based on the study. This is happen because the design of retaining wall structures for lateral earth pressure can provide sufficient resistance against potential low seismic effects. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/25707 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .L88 2017 r Bc. 0000117469 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 10639 | FKASA .L88 2017 r Bc. 0000117470 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6927 6933 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992