02332nam a22003257a 4500003000800000005001700008007000300025008004100028020002200069040002300091100003200114245006500146264003400211264001200245300007000257336002100327336002100348337002500369337002300394338002300417338003000440347002400470500005300494502008900547504004000636520122100676610005301897650004501950650001101995MY-KuUP20251125105413.0ta191024t20182018my a|||| |||| 00| 0 eng d  aTHE0008252(Local)  aUMPbengcUMPerda0 aAmira Azura Jalal,eauthor.10aImpact of lateral load on bridge girder /cAmira Azura Jalal 1aKuantan, Pahang :bUMP,c2018 4a© 2018  axii, 48 pages :bIllustrations (some color) ;c30 cm. +e1 CD-ROM  2rdacontentatext  2rdacontentatext  2rdamediaaunmediated  2rdamediaacomputer  2rdacarrieravolume  2rdacarrieracomputer disc  2rdaatext filebPDF  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018  aIncludes bibliographical references3 aIn this new era globalization, bridge construction has been improved extremely with the advancement in science and technology. However, bridge must be constructed according to the situation and do a regular inspection to validate the safety of bridge and no significant deterioration occurred The main purpose of this innovation is to improve the quality of bridge and reduce risk that might be occurred. As we know, Malaysia had experienced a high rainfall intensity. Usually, flood will be occurred during a Monsoon Season which can cause a serious death and loss of properties. In fact, it can cause of bridge damage and failure when the impact force from flood is too high. According to previous study, bridge submerged in floodwater are subjected to hydrodynamic forces which created by moving of water and also floating debris. There are four types of bridge girder cross section have been used in this test to identify final velocity of water and also pressure that exerted on bridge girder. There are rectangle, trapezoid, inverted trapezoid and hexagon. By doing a simulation on the bridge model, the optimum cross section bridge girder can be determine to improve a bridge that located in flood prone area.20aFaculty of Civil Engineering and Earth Resources 0aDissertationsxUniversities and colleges 0aTheses