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

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

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.