02426nam a22003617a 4500 0 0 lcc 0 0 REF 10000 10000 REF 2019-10-24 0 FKASA .A4573 2018 r Bc. 0000127069 2019-10-24 00:00:00 2019-10-24 PSM 0 0 lcc 0 0 10000 10000 2019-10-24 0 CD11956 0000127070 2020-07-15 00:00:00 2019-10-24 PSM 90987 90993 MY-KuUP 20251125105413.0 ta 191024t20182018my a|||| |||| 00| 0 eng d THE0008252(Local) UMP eng UMP rda FKASA .A4573 2018 r Bc. Amira Azura Jalal, author. Impact of lateral load on bridge girder / Amira Azura Jalal Kuantan, Pahang : UMP, 2018 © 2018 xii, 48 pages : Illustrations (some color) ; 30 cm. + 1 CD-ROM rdacontent text rdacontent text rdamedia unmediated rdamedia computer rdacarrier volume rdacarrier computer disc rda text file PDF Faculty of Civil Engineering and Earth Resources Project Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018 Includes bibliographical references In 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. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Theses lcc PSM