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
A comparative study on flexural analysis of prestressed concrete beams
Download
047262.pdf
Date
1995
Author
Rezazadeh, Mehran
Metadata
Show full item record
Item Usage Stats
176
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/10312
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
A comparative study on the nonlinear behavior of chevron and suspended zipper braced steel frames
Özçelik, Ahmet Yiğit; Sarıtaş, Afşin; Department of Civil Engineering (2010)
Chevron braced steel frames require large beams to redistribute the unbalanced vertical forces exerted on the beams after brace buckling. A new frame configuration similar to chevron brace was proposed in literature, where zipper columns were attached between mid-spans of the beams from second to top story. During severe ground motion, the unbalanced vertical forces caused by buckling of lower story braces are in this case redistributed to the upper story braces by these zipper columns. Consequently, all st...
A Comparative Study on Alternative Structural Systems of Twisting Tall Buildings
Taşkın, Gökçe Nihan; Ay, Bekir Özer (null; 2019-04-20)
A comparative study on the reliability-based risk assessment in project management of coastal structures
Pişkin, Gökhan; Ergin, Ayşen; Birgönül, M.Talat; Department of Civil Engineering (2000)
A comparative study on alternative structural system layouts of twisted tall buildings
Taşkın, Gökçe Nihan; Ay, Bekir Özer; Department of Building Science in Architecture (2019)
Tall buildings are seen as icons in their environment and they have a strong impact on the silhouette of the cities. The form of a tall building is critical to define an iconic expression and control their impact on the city silhouette in an aesthetically desired way. In this respect, designers are searching for diversity and uniqueness in the form of tall buildings. Twisted forms are one of the answers for this quest. However, the inherent complexity of twisted tall buildings can pose adverse design featur...
A comparative study on practical modeling of steel igirder bridges considering restrained warping behavior
Bulduk, Aynur Şeyma; Kurç, Özgür; Department of Civil Engineering (2020-10-14)
Skewed and horizontally-curved steel I-girder bridges show complicated behavior due to the torsional action they exhibit under standard bridge loads, particularly during construction. The restrained warping response of girders can play a critical role in the analysis and design of these structures. In finite element analysis, the restrained warping behavior of girder can be considered through detailed 3D shell models or alternative methods such as utilizing an effective torsion constant in the analysi...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Rezazadeh, “A comparative study on flexural analysis of prestressed concrete beams ,” Middle East Technical University, 1995.