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COMPARISON THE RESULTS OF SEISMIC VULNERABILITY OF CONCRETE WALL AND SLAB BUILDINGS WITH CONCRETE FRAME SYSTEMS BY NONLINEAR DYNAMIC ANALYSIS

عنوان مقاله: COMPARISON THE RESULTS OF SEISMIC VULNERABILITY OF CONCRETE WALL AND SLAB BUILDINGS WITH CONCRETE FRAME SYSTEMS BY NONLINEAR DYNAMIC ANALYSIS
شناسه ملی مقاله: SEE06_307
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:

m Tehranizadeh - Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran
sh Azizzadeh - Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran

خلاصه مقاله:
wall and slab of construction is in widespread use in countries which are known as earthquake vunnerable regions of the world. Their structural systems are composed of solely shear walls and slabe having the same thickness as usual applications. To identify their most essential design parameters nonlinear dynamic analyses were conducted on the back bone of performance based design methodology . that attempt facilitates the investigation on comparing these two systems on the performance.

کلمات کلیدی:
wall and slab building, nonlinear dynamic analysis, seismic vulnerability

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115243/