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
The Effect of Displacement History on the Performance of Concrete Columns in Flexure
Date
2010-01-01
Author
Acun, Bora
Sucuoğlu, Haluk
Metadata
Show full item record
Item Usage Stats
83
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/84844
Relation
Advances in Performance Based Earthquake Engineering
Collections
Department of Civil Engineering, Book / Book chapter
Suggestions
OpenMETU
Core
The Effect of Displacement History on the Performance of Concrete Columns in Flexure
Acun, Bora; Sucuoğlu, Haluk (2009-07-01)
Six full scale column specimens designed for pure flexure failure were tested under severe cyclic displacement histories. Typical column designs were employed in the tests representing code conforming columns. The main variable in the experiments was the imposed displacement histories. The deformation-based performance limits proposed by Eurocode 8 predicted the experimental performance of code-conforming columns quite well, whereas ASCE/SEI 41 performance limits appeared to be highly conservative in predic...
The Effect of austempering process parameters on the mechanical properties of ductile cast iron
Keleş, Evin; Atala, Haluk; Department of Metallurgical and Materials Engineering (2001)
The effect of lime pile parameters on the improvement of the swelling potential of expansive clay
Çokça, Erdal; Özkan, İlyas (2022-09-01)
Expansive clay found especially in the semi-arid or arid regions of the world is a problematic soil that causes much damage to the lightweight structures built by civil engineers. The Lime pile technique is one of the improvement techniques applied for the stabilization of the expansive clay subgrade layer of highway constructions. The achievement of this technique depends on lime diffusion into expansive clay which is affected by some parameters related to the lime pile such as the height of the lime...
The effect of support and solvent type on the performance of composite membranes
Şener, Tansel; Gürkan, Türker; Yılmaz, Levent; Department of Chemical Engineering (2001)
The Effect of infill walls on the seismic performance of boundary columns in reinforced concrete frames
Fenerci, Aksel; Binici, Barış; Department of Civil Engineering (2013)
Reinforced concrete frames with unreinforced masonry infill walls constitute a significant portion of the building stock throughout the world. Infill walls in these buildings are generally considered as non-structural elements and neglected during design and assessment. On the other hand, observations after several earthquakes revealed that infill walls may have detrimental effects on the adjacent frame members. This observation brings out the requirement for further research on the effects of infill walls ...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
B. Acun and H. Sucuoğlu,
The Effect of Displacement History on the Performance of Concrete Columns in Flexure
. 2010, p. 382.