(A) Time Domain Approach for Bridge Fatigue Considering the Effect of Multiple Vehicles at Random Passing Rate

Simple item page
dc.contributor.authorPillai, Anjaly J
dc.date.accessioned2024-01-05T11:57:14Z
dc.date.available2024-01-05T11:57:14Z
dc.date.issued2022
dc.descriptionSupervisor: Talukdar, Sudip
dc.description.abstractBridges are lifeline structures in transportation network. Smooth flow of traffic through bridges is important consideration for socio-economic development of any regions. The bridges are generally designed with high factor of safety to cater for uncertainty in live load and material properties. With time, the structures may show various forms of degradation. This is mostly common where traffic growth is unexpectedly high and the structures are exposed to aggressive environment, which necessitates a more elaborate approach to estimate fatigue life in design phase itself. Burden of in-situ monitoring of crack growth may thus be reduced.
dc.identifier.otherROLL NO.166104005
dc.identifier.urihttps://gyan.iitg.ac.in/handle/123456789/2499
dc.language.isoen
dc.relation.ispartofseriesTH-2802
dc.subjectCivil Engineeringen_US
dc.title(A) Time Domain Approach for Bridge Fatigue Considering the Effect of Multiple Vehicles at Random Passing Rate
dc.typeThesis
Files
Original bundle
Now showing 1 - 2 of 2
No Thumbnail Available
Name:
Abstract-TH-2802_166104005.pdf
Size:
42.52 KB
Format:
Adobe Portable Document Format
Description:
ABSTRACT
Download
No Thumbnail Available
Name:
TH-2802_166104005.pdf
Size:
18.32 MB
Format:
Adobe Portable Document Format
Description:
THESIS
Download
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed to upon submission
Description:
Download
Collections
PhD Theses (Civil Engineering)