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Impact of lateral load on bridge girder / Amira Azura Jalal

By:

Amira Azura Jalal [author.]

Material type: Text

text
text

Media type:

unmediated
computer

Carrier type:

volume
computer disc

ISBN:

THE0008252(Local)

Subject(s):

Dissertation note: Project Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018 Abstract: 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.

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Collection	Call number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG Reference	Reference	FKASA .A4573 2018 r Bc. (Browse shelf(Opens below))	Not for loan		0000127069
Final Year Report	UMPLIB GAMBANG		CD11956 (Browse shelf(Opens below))	Not for loan		0000127070

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.