Available at: ĩ.SeismoSignal v5.1 - A computer program for the processing of strong-motion data. Berkeley, California.ħ.Pacific Earthquake Engineering Research Center Strong Motion DatabaseĨ.SeismoArtif v2.1: A computer program for generating artificial earthquake accelerograms matched to a specific target response spectrum. Integrated Finite Element Analysis and Design of Structures, Computer and Structures Inc. Beta Distribution, İstanbul.ĥ.Turkish Sesimic Code, (2007). Introduction to Earthquake Engineering and earthquake resistant structural design. Journal of Pamukkale University Engineering Science, 16, 45-51.Ĥ.Celep Z. Investigation of Effect of Slab Opening Location to the Shear Stress. Science and Engineering Journal of Fırat University, 20, 315–323.ģ.Yön B., Öncü M.E, and Ulucan ZÇ. Nonlinear Earthquake Response of A2 Slab Discontinuity Irregularity Structures Using Rigid and Elastic Diaphragm Assumptions.
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Commonly Encountered Seismic Design Faults due to the Architectural Design of Residential Buildings in Turkey. That the irregular structures subjected to more shear force than the regular Dynamic envelopes of the structures were obtainedįrom the analysis results and compared with each other. Situation, one regular and three irregular multi-storey reinforced concreteīuilding models were selected. Incremental linear dynamic analysis method. Multi - storey reinforced concrete structures was investigated by using
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This study, the effect of slab discontinuity in plan on seismic behaviors of
![seismosignal seismosignal](https://www.cesdb.com/images/website-screenshots/seismosoft.jpg)
However, discontinuity of the slabs disturbs the integrity of the structures andĬauses problems in transferring earthquake loads to the structural elements. For this reason, it is required that the structural elementsĬarry their own weight with sufficient safety and the loads arose from externalįorces must be transferred safely to the load carrying vertical elements. Is that the structural elements must carry both vertical loads and horizontal Principle of the earthquake-resistant design of reinforced concrete structures