• ورود به سامانه
      مشاهده مورد 
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Rehabilitation in Civil Engineering
      • Volume 8, Issue 2
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Rehabilitation in Civil Engineering
      • Volume 8, Issue 2
      • مشاهده مورد
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      Study and Comparison of Seismic Behaviour of Isolator-Damper Hybrid Control System with Conventional Structural Systems

      (ندگان)پدیدآور
      Azad Mazloum, AbbasAmin Afshar, Majid
      Thumbnail
      دریافت مدرک مشاهده
      FullText
      اندازه فایل: 
      2.058 مگابایت
      نوع فايل (MIME): 
      PDF
      نوع مدرک
      Text
      Regular Paper
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      In this paper, in addition to introduce a hybrid structural system contained local isolators and dampers, its behavior and functional capabilities were studied on a conventional structure. For this purpose, an RC frame building with six-story was designed based on valid codes and then, in four cases based on the number of spans, it was split into two separate adjacent frames. Base isolation was done underneath the columns of one frame, while the bottom connections of the other frame's columns were remained fixed and viscous dampers provided the connection of two adjacent frames on the same floors. Nonlinear time history analysis (NTHA) under three near-fault and three far-fault earthquakes and frequency-domain analysis are performed. Displacement, drift, acceleration and shear forces of the stories in the four proposed hybrid cases with two limited cases, full base-isolated and full base-fixed frames, as well as nonlinear hysteresis behavior of a damper and an isolator are assessed. The results showed that using the novel hybrid control method in most cases can mitigate deteriorating effects of all types of seismic motions observed in the conventional structural systems. However, among them, two cases (2 isolated columns -5 fixed columns and 3 isolated columns -4 fixed columns) had the best significant influence on seismic performance and structural response reduction. Furthermore, frequency response functions of displacement and acceleration with respect to ground acceleration demonstrated that the two proposed cases further suppress the responses of the limited cases, over a wide range of frequencies including all natural frequencies. Due to decrease about 50-70% in the number of base isolators (compared to full isolation) lead to considerable construction cost savings. In spite of the limitation of ASCE7-10 code on separately using base isolators and dampers on structure, applying the proposed combination technique of these two dissipating devices can overcome the limitation.
      کلید واژگان
      Hybrid control
      viscous damper
      LRB isolator
      Local isolation
      near and far field earthquakes
      Structural Engineering

      شماره نشریه
      2
      تاریخ نشر
      2020-05-01
      1399-02-12
      ناشر
      Semnan University
      سازمان پدید آورنده
      Graduated Master in Structural Engineering, Imam Khomeini International University, Qazvin, Iran
      Assistant Professor, Structural Engineering, Imam Khomeini International University, Qazvin, Iran

      شاپا
      2345-4415
      2345-4423
      URI
      https://dx.doi.org/10.22075/jrce.2019.17441.1329
      https://civiljournal.semnan.ac.ir/article_3986.html
      https://iranjournals.nlai.ir/handle/123456789/409367

      مرور

      همه جای سامانهپایگاه‌ها و مجموعه‌ها بر اساس تاریخ انتشارپدیدآورانعناوینموضوع‌‌هااین مجموعه بر اساس تاریخ انتشارپدیدآورانعناوینموضوع‌‌ها

      حساب من

      ورود به سامانهثبت نام

      تازه ترین ها

      تازه ترین مدارک
      © کليه حقوق اين سامانه برای سازمان اسناد و کتابخانه ملی ایران محفوظ است
      تماس با ما | ارسال بازخورد
      قدرت یافته توسطسیناوب