Comparison of Seismic Response Effects of Circular and Square Piles around Foundation
محل انتشار: سومین همایش بین المللی مهندسی سازه
سال انتشار: 1395
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 346
فایل این مقاله در 8 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
ISSEE03_067
تاریخ نمایه سازی: 29 مهر 1396
چکیده مقاله:
In constructing seismic resistant buildings in earthquake-prone areas, the application of various solutions for reducing destructive effects of earthquake on a structure is essential. This can be done through reducing thehorizontal displacement of foundation and structure, as well as the shear force exerted on the base of columns. There are different studies into structure that provide various solutions for decreasing seismic loss and its effects onstructures. All elements designed to reduce and dissipate earthquake forces are constructed on the structure or at the structure-foundation intersection whereas, earthquake waves move from deep beneath the earth s surfacetowards the surface. Therefore, distraction or absorption of them on their path to the surface obviates the need for any damper. This article aimed at providing a novel solution for coping with seismic waves. To this end, a group ofcircular and square piles with different lengths were modeled around the structure. Abaqus software was used for modeling and data analysis
کلیدواژه ها:
نویسندگان
Ali Nikkar
MSc of Civil Engineering, Department of Civil Engineering, Tabriz University, Tabriz, Iran
Mohammad Naeemabadi
MSc student, Department of Civil Engineering, University of Science and Culture, Tehran, Iran