نتایج جستجو برای: static pushover analysis

تعداد نتایج: 2902202  

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه شیراز - دانشکده عمران و محیط زیست 1392

در بسیاری از نقاط جهان به خصوص در کشور ما ایران ، ویران کننده ترین خطر طبیعی برای ابنیه ارتعاشات ناشی از زلزله است . روش زمان دوام روشی نسبتا جدید برای طراحی سازه ها بر اساس عملکرد می باشد . در این پایان نامه سه سازه ی بتنی با روش زمان دوام تحلیل شده و نتایج به دست می آیند . همچنین مقایسه ای بین نتایج به دست آمده و نتایج حاصل از تحلیل بار افزون انجام می گیرد .

Journal: :Journal of Ocean Engineering and Technology 2013

2007
M. BRUNEAU

Steel plate shear walls (SPSW) have been used as the primary lateral force resisting system in buildings. Extensive analytical studies on steel plate shear walls in the United States, Canada, Taiwan and other countries have already validated the simple analytical model known as strip model to predict the monotonic behavior of this kind of structural system. However, more research is still neede...

Journal: :International Journal of Innovative Research in Science, Engineering and Technology 2015

Journal: :E3S web of conferences 2023

Indonesia is a developing country that experiencing rapid development growth. According to the Central Statistics Agency, in 2020 population of will be 270.20 million people. The increase from year-to-year results increasingly narrow lands for development. Therefore, developers and businesspeople make best use this opportunity world construction by carrying out developments, including high-rise...

2002
Rosangel MORENO Luis G. PUJADES Alex H. BARBAT Angel C. APARICIO

In this work, we analyze the influence of masonry infill walls on the seismic performance of waffle slabs reinforced concrete (RC) framed structures. We analyze buildings of three, five and eight storeys, which are representative for a big number of housings in Barcelona, Spain. Capacity spectra have been obtained by performing pushover analyses and we have used a simplified procedure to obtain...

Journal: :Civil Engineering Journal 2021

This study aimed to investigate whether the seismic fragility and performance of interaction soil-pile-structure (ISPS) were affected by different parameters: axial load, a section pile, longitudinal steel ratio pile implanted in type sand (loose, medium, dense). In order better understand ISPS phenomena, series nonlinear static analysis have been conducted for two cases, namely: (i) fixed syst...

Journal: :International Journal of Research in Engineering and Technology 2016

Journal: :International Journal of Research in Engineering and Technology 2014

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