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
Evaluation of concrete strength of existing structures by-non-destructive and core tests
Download
116417.pdf
Date
2001
Author
Akkaya, Ümit
Metadata
Show full item record
Item Usage Stats
52
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/6648
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Evaluation of pile bearing capacity and settlement by load tests
Bircan, B. Tüzin; Özkan, M. Yener; Department of Civil Engineering (1989)
Evaluation of seismic response modification factors for steel frames by non-linear analysis
Bakır, Serhan; Yılmaz, Çetin; Department of Civil Engineering (2006)
In this study steel framing systems are investigated with regards to their lateral load carrying capacity and in this context seismic response modification factors of individual systems are analyzed. Numerous load resisting layouts, such as different bracing systems and un-braced moment resisting frames with various bay and story configurations are designed and evaluated in a parametric fashion. Three types of beam to column connection conditions are incorporated in evaluation process. Frames, designed acco...
Evaluation of minimum shear reinforcement requirements for higher strength concrete
Ozcebe, G; Ersoy, U; Tankut, T (1999-05-01)
This paper presents an evaluation on the minimum shear reinforcement requirements given in the ACI, Canadian, and Turkish codes for high-strength concrete. Thirteen beams having the minimum shear reinforcement required by ACI 318-83, the Turkish Code, and the equations proposed in this paper were tested Concrete strength varied between so and 80 MPa (8700 and 11,600 psi). For high-strength concrete (f(a)' > 69 MPa), the minimum shear reinforcement requirements of the Turkish Code and ACI 318-95 are not very...
Evaluation of Seismic Demand Parameters for a Base Isolated Steel Moment-Resisting Frame Subjected to Real and Simulated Records
Ozsarac, Volkan; Karim Zadeh Naghshineh, Shaghayegh; Askan Gündoğan, Ayşegül (null; 2019-04-20)
Evaluation of seismic response modification factors for steel structures
Doğruer, Alper; Yılmaz, Çetin; Department of Civil Engineering (1997)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
Ü. Akkaya, “Evaluation of concrete strength of existing structures by-non-destructive and core tests,” Middle East Technical University, 2001.