Normal view MARC view ISBD view

General analysis of live load in single span bridge / Nurul Aida Adnan

By:

Nurul Aida Adnan [author.]

Material type: Text

text
text

Media type:

unmediated
computer

Carrier type:

volume
computer disc

ISBN:

THE0008740(Local)

Subject(s):

Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Abstract: A verification of structural elements in steel bridges is important for any old existing bridges. Fatigue strength for the structure especially steel is relies upon the environmental condition, increasing of load, deterioration and natural aging. Therefore, an evaluation to determine how long the bridge can sustain the load over the period must be done. The main causes of steel structure damage can be fatigue with corrosion and wear in most structural failure. The purpose of this study is to investigate the design capacity of the existing bridge and identify the possible deformation for that existing bridge. In this paper, the assessment of the bridge is using the SAP2000 software as it has been proven to be the most integrated, productive and practical general purpose structural program. A complex models can be generated and meshed with powerful built in templates. Using the computer model, the bridge was tested and analyzed with the load cases assigned in the program. The outcomes were then used to decide the rest of the capacity of the steel railroad bridge.

Tags from this library: No tags from this library for this title. Log in to add tags.

Average rating: 0.0 (0 votes)

Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Collection	Call number	Copy number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG Reference	Reference	FKASA .A33 2019 r Bc. (Browse shelf(Opens below))	1	Not for loan		T000000769
Final Year Report	UMPLIB GAMBANG	Reference	CD12612 (Browse shelf(Opens below))	1	Not for loan		T000000770

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019

Includes bibliographical references

A verification of structural elements in steel bridges is important for any old existing bridges. Fatigue strength for the structure especially steel is relies upon the environmental condition, increasing of load, deterioration and natural aging. Therefore, an evaluation to determine how long the bridge can sustain the load over the period must be done. The main causes of steel structure damage can be fatigue with corrosion and wear in most structural failure. The purpose of this study is to investigate the design capacity of the existing bridge and identify the possible deformation for that existing bridge. In this paper, the assessment of the bridge is using the SAP2000 software as it has been proven to be the most integrated, productive and practical general purpose structural program. A complex models can be generated and meshed with powerful built in templates. Using the computer model, the bridge was tested and analyzed with the load cases assigned in the program. The outcomes were then used to decide the rest of the capacity of the steel railroad bridge.