Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Forecasting the Lifetime Safety and Serviceability for the Management of a Network of Highway Bridges in Colorado
Date
2003-04-30
Author
Akgül, Ferhat
Metadata
Show full item record
Item Usage Stats
112
views
0
downloads
Cite This
Subject Keywords
Bridge superstructures
,
Forecasting
,
Highway bridges
,
Live loads
,
Load factor
,
Safety; Serviceability
,
Ultimate strength
URI
https://hdl.handle.net/11511/78914
https://trid.trb.org/view/644496
Conference Name
9th International Bridge Management Conference, 2003
Collections
Department of Engineering Sciences, Conference / Seminar
Suggestions
OpenMETU
Core
Quantitative approach to rapid seismic evaluation of slab-on-girder steel highway bridges
Dicleli, Murat (1996-01-01)
A quantitative approach follows for developing a methodology for the rapid seismic evaluation and ranking of slab-on-girder steel highway bridges. In the development of this methodology, analytical expressions are introduced to calculate the seismically induced forces and displacements in bridge components, first assuming that damage to bearings is not acceptable and then removing this constraint. In the latter case, the superstructure is assumed to become unrestrained and slide on its supports. The seismic...
Evaluation of Scour Risk at Foundations of River Bridges
Yanmaz, Ali Melih; Çalamak, Melih (2016-07-01)
River bridges are exposed to more inconvenient conditions due to the structure-flow interaction compared to bridges having no contact with flow. Therefore, one of the most important components of the bridge failure risk is the risk induced by soil-flow interaction. In this study, the uncertainties of the hydrological and hydraulic parameters affecting the scouring around bridge piers are examined using appropriate probability density functions. In the analyses, the uncertainties involved in the temporal var...
Improvement of computational software for composite curved bridge analysis
Kalaycı, Ahmet Serhat; Topkaya, Cem; Department of Civil Engineering (2005)
In highway bridge construction, composite curved girder bridges are becoming more popular recently. Reduced construction time, long span coverage, economics and aesthetics make them more popular than the other structural systems. Although there exist some methods for the analysis of such systems, each have shortcomings. The use of Finite Element Method (FEM) among these methods is limited except in the academic environments. The use of commercial FEM software packages in the analysis of such systems is cumb...
Estimation of consolidation settlements caused by groundwater drainage at Ulus-Keçiören subway project
Altınbilek, M. Erdem; Doyuran, Vedat; Department of Geological Engineering (2006)
Prediction of ground settlements have always been a big challenge for the engineers that are responsible for the design of subway tunnel projects. Since ground settlement is a crucial concept directly affecting the successfulness of a project, it must be taken seriously and should be accurately estimated. Consolidation settlements in the close proximity of Ulus-Keçiören Subway project due to groundwater drainage is the focus of this study. In this sense, the necessary data about the project characteristics ...
Evaluation of scouring reliability at bridge abutments
Yanmaz, Ali Melih (2012-04-26)
Serious scouring may take place around bridge abutments during floods, which can lead to considerable damage or structural collapse. Design of abutment footings must, therefore, rely on the estimation of maximum possible depth of scour through the bridge opening. Deterministic scour-prediction equations are based on simplified assumptions and they do not account for randomness of the scouring variables, which leads to an unavoidable risk in footing design. This study is concerned with the development of a n...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
F. Akgül, “Forecasting the Lifetime Safety and Serviceability for the Management of a Network of Highway Bridges in Colorado,” Orlando, Florida, USA, 2003, p. 323, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/78914.