نتایج جستجو برای: static nonlinear pushover analysis
تعداد نتایج: 3060267 فیلتر نتایج به سال:
From environmental point of view, building waste is a critical issue in present construction. In order to reduce the depletion of valuable materials and natural resources, waste management of constructions needs to be considered in the early stages of design. This requires innovative design strategies that take into account the future demolition and provide flexible and versatile structures. In...
This research investigates the nonlinear behavior of scaled infilled masonry (IFM), confined (CM), and reinforced concrete (RC) structures by utilizing validating two tests from literature as benchmarks. The validation was based on a comparison with pushover results small-scaled physical their numerical modeling. Numerical modeling small-scale (1:4 1:3) IFM, CM, RC models has been carried out F...
The proposal lateral load pattern for pushover analysis is given in two forms for symmetric concrete buildings: 1-(X/H)0.5 for low-rise and mid-rise buildings, 2- Sin(ΠX/H) for high-rise buildings. These two forms give more realistic results as compared to conventional load patterns such as triangular and uniform load patterns. The assumed buildings of 4, 8, 12, 16, 20 and 30 story concrete bui...
The phases that must be completed so a building damaged in earthquake struck Zagreb on 22 March 2020 can renovated and strengthened to the required level of seismic resistance are presented paper. All therefore presented, starting from rapid then detailed inspection, continuing with preparation structural condition assessment report, renovation design and, finally, ending realisation work exper...
The seismic design of bridge structure is influenced by the bi-directional excitation phenomenon. The bi-directional effects have been ignored in most of the past studies. The calculation of maximum isolator displacements (as per the equation prescribed by AASHTO) also ignores the bi-directional effects of ground motion. In the formulation, the coupled behaviour of the isolation systems has als...
This numerical analysis has discussed the behaviour of frame structure with eccentric infill wall opening modelled shell and strut elements. In beginning, validation models were created by following laboratory tests results. Then, a simple one-storey an was varying ratios taking angle formed to obtain equation for width that corresponds element model angles variation. The then applied 3-storey ...
یکی از سیستمهای باربر جانبی متداول در سازه های فولادی، سیستم قابهای مهاربندی شده همگرا شامل مهاربند شورون معکوس (مهاربند v معکوس) می باشد که در کشور ما نیز به طور گسترده ای از آن ها استفاده می شود. قاب های مهاربندی شده هم مرکز شورون از پرکاربردترین سیستم های سازه ای هستند چراکه طرح ساده این سیستم ها موانع کمتری برای ایجاد باز شو در طبقه ها و شرایط مطلوب معماری پدید می آورد و اجرای آن نیز با دشو...
PARTIAL-MOMENT-CONNECTION TO THE DECK IN MARINE OIL TERMINALS By Rakesh K. Goel, F.ASCE ABSTRACT This paper presents development of a simplified procedure for seismic evaluation of piles with partial-moment-connection typically used in marine oil terminals. The current seismic evaluation procedure of the piles in marine oil terminals includes monitoring material strains specified in the Marine ...
نمودار تعداد نتایج جستجو در هر سال
با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید