PLASTIC HINGE ROTATION OF REINFORCED CONCRETE BUILDINGS SUBJECTED TO NEAR-FAULT EARTHQUAKES HAVING FLING STEP USING ARTIFICIAL NEURAL NETWORKS

سال انتشار: 1390
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,068

فایل این مقاله در 8 صفحه با فرمت PDF قابل دریافت می باشد

این مقاله در بخشهای موضوعی زیر دسته بندی شده است:

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

SEE06_021

تاریخ نمایه سازی: 16 اردیبهشت 1390

چکیده مقاله:

designers of reinforced concrete structures often make use of plastic hinge deformations in order to absorn energy and increase ductility of their designs structures designed to develop plastic hinges in normal far - fault earthquakes might not respond as well to near fault earthquakes which contains fling step the objective of this study is to investigate the adequacy of artificial neural networks ANN to determine the plastic hinge rotation and ductility of RC buildings under the near fault earthquakes.

نویسندگان

a Mortezaei

Dep. of Civil Eng., Islamic Azad University-Semnan Branch, Semnan, Iran

h.r Ronagh

School of Civil Engineering, The University of Queensland, Brisbane, Australia