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
Reinforced concrete rectangular members subjected to pure torsion.
Date
1976
Author
Berkman, Rıdvan Metin
Metadata
Show full item record
Item Usage Stats
166
views
0
downloads
Cite This
Subject Keywords
Reinforced concrete
URI
https://hdl.handle.net/11511/11898
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Seismic upgrading of reinforced concrete frames with structural steel elements
Özçelik, Ramazan; Binici, Barış; Department of Civil Engineering (2011)
This thesis examines the seismic internal retrofitting of existing deficient reinforced concrete (RC) structures by using structural steel members. Both experimental and numerical studies were performed. The strengthening methods utilized with the scope of this work are chevron braces, internal steel frames (ISFs), X-braces and column with shear plate. For this purpose, thirteen strengthened and two as built reference one bay one story portal frame specimens having 1/3 scales were tested under constant grav...
Implementation of coupled thermal and structural analysis methods for reinforced concrete structures
Albostan, Utku; Kurç, Özgür; Department of Civil Engineering (2013)
Temperature gradient causes volume change (elongation/shortening) in concrete structures. If the movement of the structure is restrained, significant stresses may occur on the structure. These stresses may be so significant that they can cause considerable cracking at structural components of large concrete structures. Thus, during the design of a concrete structure, the actual temperature gradient in the structure should be obtained in order to compute the stress distribution on the structure due to therma...
Repair and strengthening of reinforced concrete columns
Suleiman, Ramadan E; Ersoy, Uğur; Department of Civil Engineering (1991)
Optimum design of reinforced concrete plane frames using harmony search algorithm
Akın, Alper; Saka, Mehmet Polat; Department of Engineering Sciences (2010)
In this thesis, the optimum design algorithm is presented for reinforced concrete special moment frames. The objective function is considered as the total cost of reinforced concrete frame which includes the cost of concrete, formwork and reinforcing steel bars. The cost of any component is inclusive of material, fabrication and labor. The design variables in beams are selected as the width and the depth of beams in each span, the diameter and the number of longitudinal reinforcement bars along the span and...
Seismic retrofitting of RC buildings using energy dissipating shear link
Dicleli, Murat (null; 2018-09-28)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
R. M. Berkman, “Reinforced concrete rectangular members subjected to pure torsion.,” Ph.D. - Doctoral Program, Middle East Technical University, 1976.