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
Lateral Load Testing of Two Masonry Buildings
Date
2015-08-25
Author
Binici, Barış
Canbay, Erdem
Yakut, Ahmet
Metadata
Show full item record
Item Usage Stats
113
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/72966
Collections
Unverified, Conference / Seminar
Suggestions
OpenMETU
Core
Lateral Load Testing of Two Existing MAsonry Buildings
Binici, Barış; Canbay, Erdem; Yakut, Ahmet (null; 2015-08-25)
Lateral Load Testing of a two story building up to near collapse
Binici, Barış; Canbay, Erdem; Yakut, Ahmet (null; 2015-11-06)
Lateral load testing of an existing two story masonry building up to near collapse
Aldemir, Alper; Binici, Barış; Canbay, Erdem; Yakut, Ahmet (2017-08-01)
Laboratory testing, although necessary to understand failure mechanisms of individual masonry walls, spandrels or small scale building models, cannot fully mimic the real system behavior of masonry structures. In order to observe the performance of an existing two story masonry structure, cyclic lateral load testing up to near collapse was conducted. The test building was sliced approximately in the middle through the reinforced concrete slabs of both stories and one side was strengthened with the objective...
Lateral Response Comparison of Unbonded Elastomeric Bearings Reinforced with Carbon Fiber Mesh and Steel
Naghshineh, Ali Karimzadeh; Akyüz, Uğurhan; Caner, Alp (2015-01-01)
The vertical and horizontal stiffness used in design of bearings have been established in the last few decades. At the meantime, applicability of the theoretical approach developed to estimate vertical stiffness of the fiber-reinforced bearings has been verified in different academic studies. The suitability of conventional horizontal stiffness equation developed for elastomeric material, mainly for steel-reinforced elastomeric bearings, has not been tested in detail for use of fiber-reinforced elastomeric ...
Lateral buckling of overhanging crane trolley monorails
Ozdemir, Kerem Murat; Topkaya, Cem (Elsevier BV, 2006-07-01)
Lateral torsional buckling should be taken into account during the design of overhanging steel beams. One special type of overhanging beam is the crane trolley monorail. Lateral buckling of overhanging monorails under idealized loading and boundary conditions has been studied in the past using classical mathematical procedures. This paper aims to present a detailed investigation of overhanging monorails using finite element analysis. Effects of different loading and boundary conditions were studied in detai...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
B. Binici, E. Canbay, and A. Yakut, “Lateral Load Testing of Two Masonry Buildings,” 2015, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/72966.