COMPARISON THE RESULTS OF SEISMIC VULNERABILITY OF CONCRETE WALL AND SLAB BUILDINGS WITH CONCRETE FRAME SYSTEMS BY NONLINEAR DYNAMIC ANALYSIS
Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,596
This Paper With 9 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
SEE06_307
تاریخ نمایه سازی: 16 اردیبهشت 1390
Abstract:
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.
Keywords:
Authors
m Tehranizadeh
Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran
sh Azizzadeh
Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran