Lateral Load Testing of a two story building up to near collapse

Date

2015-11-06

Author

Binici, Barış
Canbay, Erdem
Yakut, Ahmet

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URI

https://hdl.handle.net/11511/80399

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Department of Civil Engineering, Conference / Seminar

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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 Load Testing of Two Masonry Buildings Binici, Barış; Canbay, Erdem; Yakut, Ahmet (2015-08-25)
Lateral Load Testing of Two Existing MAsonry Buildings Binici, Barış; Canbay, Erdem; Yakut, Ahmet (null; 2015-08-25)
Lateral Load on Site Testing of a Two Story Masonry Building up to Near Collapse Binici, Barış; Canbay, Erdem; Yakut, Ahmet (2015-11-06) Masonry structures constitute a significant portion of the building stock in many countries with high seismic regions. Understanding the load carrying mechanisms of such buildings as a system and estimating the deformation capacities still remains as an important task for seismic assessment and retrofit. In this research, one-way cyclic test of an existing masonry building was performed to determine its lateral load resisting behaviour. The test building was sliced approximately in the middle and one side w...
Lateral load analysis of shear walls pierced by more than one band of openings. Aktan, Emin; Department of Civil Engineering (1968)

Citation Formats

B. Binici, E. Canbay, and A. Yakut, “Lateral Load Testing of a two story building up to near collapse,” 2015, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/80399.