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
Effect of soil bridge interaction and abutment deck continuity on the live load distribution factors in integral bridge components
Date
2007-11-29
Author
Dicleli, Murat
Metadata
Show full item record
Item Usage Stats
67
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/75686
Collections
Unclassified, Article
Suggestions
OpenMETU
Core
Effect of Soil-Bridge Interaction and Continuity on Live Load Distribution in Integral Bridges
Dicleli, Murat (null; 2008-07-13)
Effects of Soil Bridge Interaction and Abutment Deck Continuity on the Live Load Distribution Factors in Integral Bridge Components
Erhan, Semih; Dicleli, Murat (2009-10-01)
In this study, the effects of soil bridge interaction and abutment deck continuity on the live load distribution in integral bridge components are studied. For this purpose, 2-D and 3-D structural models of typical integral and conventional bridges having various structural, geometric and geotechnical properties are built. The analyses of the models are then conducted under AASHTO live load. The analyses results revealed that soil-bridge interaction has significant effects on the live load distribution in a...
Effect of Foundation Soil Stiffness on the Seismic Performance of Integral Bridges
Dicleli, Murat (Informa UK Limited, 2011-05-01)
In this study, the effect of foundation soil stiffness on the seismic performance of integral bridges (IBs) is investigated. For this purpose, nonlinear structural models of a two-span TB with four different foundation soil stiffness types (loose, medium, medium-dense and dense sands) are built. In the nonlinear structural models, nonlinear soil structure interaction including free-field effects is considered. Then, the nonlinear time history analyses of the TB models are conducted using a set of ground mot...
EFFECT OF VENTILATION AND GEOMETRICAL PARAMETERS OF THE BURNING OBJECT ON THE HEAT RELEASE RATE IN TUNNEL FIRES
KAYILI, Serkan; Yozgatlıgil, Ahmet; ERALP, O. Cahit (2012-01-01)
A 1/13 scaled model tunnel is constructed in order to investigate the blockage effect (the ratio of the model cross sectional area to the tunnel cross sectional area) on the heat release rate inside the tunnel with different ventilation velocities. Scaling is done based on Froude number. In the experiments, wood sticks assembled in different geometrical configurations are burned with various longitudinal ventilation velocities inside the model tunnel. Combustion gases are sampled to calculate the heat relea...
Effect of drainage properties on seepage behavior of earth fill dams
Çalamak, Melih; Yanmaz, Ali Melih (2016-09-23)
Earth-fill dams should be designed in such a way that excessive pore water pressures and seepage are controlled for attaining the desired safety level. This type of dams can be supplemented by some drainage facilities, such as blanket and chimney drains, which are commonly composed of graded soils. The key issue in designing a drainage facility is to promote the effectiveness of the system in reducing the pore water pressures and the seepage quantity. The performance of the drainage facility is based on its...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Dicleli, “Effect of soil bridge interaction and abutment deck continuity on the live load distribution factors in integral bridge components,” 2007, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/75686.