SEISMIC PERFORMANCE ASSESSMENT AND IMPROVEMENT OF PRESTRESSED CONCRETE BUILDINGS BASED ON E-DEFENSE SHAKING TABLE TEST
نویسندگان
چکیده
منابع مشابه
Probabilistic assessment of the seismic damage in reinforced concrete buildings
The main objective of this article is to assess the expected seismic damage in reinforced concrete buildings from a probabilistic point of view by using Monte Carlo simulation. To do that, the seismic behavior of the building is studied by using random capacity obtained by considering the mechanical properties of the materials as random variables. Starting from the capacity curves, one can obta...
متن کاملapplication of upfc based on svpwm for power quality improvement
در سالهای اخیر،اختلالات کیفیت توان مهمترین موضوع می باشد که محققان زیادی را برای پیدا کردن راه حلی برای حل آن علاقه مند ساخته است.امروزه کیفیت توان در سیستم قدرت برای مراکز صنعتی،تجاری وکاربردهای بیمارستانی مسئله مهمی می باشد.مشکل ولتاژمثل شرایط افت ولتاژواضافه جریان ناشی از اتصال کوتاه مدار یا وقوع خطا در سیستم بیشتر مورد توجه می باشد. برای مطالعه افت ولتاژ واضافه جریان،محققان زیادی کار کرده ...
15 صفحه اولEffect of Material Variability and Mechanical Eccentricity on the Seismic Vulnerability Assessment of Reinforced Concrete Buildings
Mario Lucio Puppio 1,*, Martina Pellegrino 1,*, Linda Giresini 1 ID and Mauro Sassu 2 ID 1 Department of Energy, Systems, Territory and Construction Engineering; University of Pisa, Pisa 56126, Italy; [email protected] 2 Department of Civil, Environmental Engineering and Architecture, University of Cagliari, 09123 Cagliari, Italy; [email protected] * Correspondence: [email protected]...
متن کاملSeismic Risk Assessment of Reinforced Concrete Buildings Using Fuzzy Rule Based Modeling
Seismic resiliency of new buildings has improved over the years due to improved seismic codes and design practices. However, vulnerability of seismically deficient older buildings, designed and built on the basis of older codes of practice, poses a significant threat to life safety and survivability of buildings. It is economically not feasible to retrofit the entire seismically deficient infra...
متن کاملSeismic Performance of Torsionally Stiff and Flexible Single Story Buildings Designed Based on Iranian Seismic Code(Standard 2800)
This paper examines differences in performances of a range of torsionally stiff and flexible single story buildings designed with the provisions of Iranian Standard 2800. Seismic nonlinear dynamic time history behavior of eight building models subjected to seven horizontal bi-directional design spectra compatible ground motions are investigated. These models cover a wide range of very torsional...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2012
ISSN: 1881-8153,1340-4202
DOI: 10.3130/aijs.77.75