THE EFFECT OF END SHEAR WALLS ON REINFORCEDCONCRETE TALL BUILDINGS BEHAVIOR WITHIRREGULARITY IN HEIGHT

سال انتشار: 1403
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 111

فایل این مقاله در 7 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

SEE09_109

تاریخ نمایه سازی: 10 آبان 1403

چکیده مقاله:

According to architectural and economic requirements, tall buildings are designed in differentforms. On the other hand, the non-uniform, irregular, and complex forms cause some challenges instructural designs, especially in lateral load resistance systems. In this regard, the end shear wall wasutilized for the lateral load system. The end shear wall connected the end of two end shear walls in allstories. In addition, two reinforced concrete ۳۰-story buildings with and without end shear walls weremodeled considering irregularity in height. The results indicated that the first period's maximumdisplacement declined by ۵۸% and ۵۲% by end shear walls, respectively. Based on the results, the endshear walls significantly improved the reinforced concrete tall buildings

نویسندگان

Ali Kheyroddin

Professor of Structural Engineering, Faculty of Civil Engineering, Semnan University, Semnan, Iran

Mehran Akhavan Salmassi

Ph.D. in Structural Engineering, Seismic Geotechnical, and High-Performance Concrete Research Center,Department of Civil Engineering, Semnan Branch, Islamic Azad University, Semnan, Iran,