Comprehensive Investigation of Concrete Slabs Rigidity Against Lateral Loading

Publish Year: 1391
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:

ICCT04_368

تاریخ نمایه سازی: 7 مرداد 1392

Abstract:

One of the most important assumptions for analysis and design of building against lateral force is rigidity of floor diaphragms. This assumption decreases the degrees of freedom and makes the analysis simpler. But the application of this assumption to the seismic analysis of building structures may be not valid in many cases and make the design not safe and economical. In this study, to investigate the effect of floor rigidity, one type of steel frame including simple frame with X-braces was considered. The linear static analysis and spectral dynamic analysis both was used to investigate the flexibility of diaphragm in each case via Variables such as thickness of diaphragm, plan dimensions ratio and number of stories

Authors

Nima Tavakoli Shirazi

M.Sc. Student Civil Engineering, International Campus of university of Sistan and Baluchestan

Mohammad Reza Ghasemi

Associate Professor, Department of Civil Engineering, Faculty of Engineering, University of Sistan

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  • Ju, S.H. and Lin, M.C. (1999), "Comparison of Building Analysis ...
  • DeLa Colina, Jame. (2001), "Effect of Floor Inplane Flexibility on ...
  • S affarini -Qudaimat. (1992), "In Plane Floor Deformation in RC ...
  • R.B Fleischman, and K.T.Farrow. (2001), "Dynamic Behavior of Perimeter Lateral ...
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