COMPARISON BETWEEN DYNAMIC NONLINEAR ANALYSIS WITH ASCE 7-10 AND ASCE 7-16 IN CONCRETE FRAMES WITH VISCOUS DAMPERS INCORPORATED
نویسندگان
چکیده
منابع مشابه
Employing Nonlinear Response History Analysis of ASCE 7-16 on a Benchmark Tall Building
ASCE 7-16 has provided a comprehensive platform for the performance-based design of tall buildings. The core of the procedure is based on nonlinear response history analysis of the structure subjected to recorded or simulated ground motions. This study investigates consistency in the ASCE 7-16 requirements regarding the use of different types of ground motions. For this purpose performance of a...
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با توجه به موقعیت قرارگیری کشور عزیزمان ایران در کمربند زلزله بررسی نتایج محاسبه و طراحی ساختمان براساس آئیننامه زلزله از اهمیت بسزایی برخوردار میباشد. استاندارد 2800 ویرایش چهارم در حال حاضر آخرین آییننامه طراحی ساختمانها در برابر زلزله ابلاغی از سوی وزارت راه و شهرسازی جهت طراحی ساختمانها میباشد که این خود عزم ملی و برنامههای دولت برای کاهش خسارات وارده ناشی از پدیده زلزله را گویا اس...
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چکیده ندارد.
ASCE Geotechnical and Construction
The Jackson Lake Dam was constructed in 1917 in the Grand Teton National Park near Jackson, Wyoming. The dam was a hydraulic fill placed on a natural alluvium and outwash foundation. The Bureau of Reclamation (Burec) determined that the dam and its foundation would be susceptible to liquefaction and failure during a potential earthquake; a series of contracts was let to remove and replace the d...
متن کاملAnalytical assessment of reinforced concrete frames equipped with TADAS dampers
In recent years, it is considerably attempted to develop the concept of energy dissipation as an applicable technology to overcome the energy released by earthquakes. The passive control systems such as metallic dampers have been widely considered. The dampers are basically used to mitigate the structural responses and reduce the damages in main structural elements by energy dissipation. ...
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ژورنال
عنوان ژورنال: COMPDYN Proceedings
سال: 2021
ISSN: ['2623-3347']
DOI: https://doi.org/10.7712/120121.8870.19422