Show/Hide Menu
Hide/Show Apps
anonymousUser
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Açık Bilim Politikası
Açık Bilim Politikası
Frequently Asked Questions
Frequently Asked Questions
Browse
Browse
By Issue Date
By Issue Date
Authors
Authors
Titles
Titles
Subjects
Subjects
Communities & Collections
Communities & Collections
A rational design approach for prestressed-concrete-girder integral bridges
Date
2000-03-01
Author
Dicleli, Murat
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
3
views
0
downloads
This paper presents a rational design approach for preshessed-concrete-girder integral bridges. An analysis procedure and simplified analytical models are proposed for the design of integral bridges. The proposed design methodology is developed considering the actual behavior of integral bridges and load distribution among their various components. The methodology recommends the analysis of integral bridges for each construction stage. The earth pressure forces acting on integral bridge abutments are formulated in correlation with the effects of temperature variation. Some important design considerations for various integral bridge components are-also highlighted. The benefits of using the proposed analysis method for the design of integral bridges are discussed. It was concluded that it may be possible to obtain more sound and economical designs for integral bridges using the proposed design method,
Subject Keywords
Integral bridges
,
Prestressed
,
Concrete
,
Design
URI
https://hdl.handle.net/11511/38489
Journal
ENGINEERING STRUCTURES
DOI
https://doi.org/10.1016/s0141-0296(98)00080-7
Collections
Department of Engineering Sciences, Article