نتایج جستجو برای: opensees
تعداد نتایج: 432 فیلتر نتایج به سال:
Bu çalışmada, Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik 2007 (DBYBHY-2007) ve Türkiye Bina Yönetmeliği 2018 (TBDY-2018) esaslarına göre tasarlanmış 3, 6 9 katlı toplam altı adet ters-V parçalı-X tipi merkezi çaprazlı çelik çerçevelerin (MÇÇÇ’lerin) dinamik performansları karşılaştırılmıştır. DBYBHY-2007 TBDY-2018’de tanımlanan 50 yılda aşılma olasılığı %2 olan en büyük deprem ye...
Original scientific paper Based on the experimental research on three cross-shaped columns with 500 MPa grade reinforcing steel bars, the contrastive analysis is made on failure mode, bearing capacity and displacement ductility of each column specimens with different stirrup spacing under the identical axial compression ratio. The research shows that the longitudinal bars yield before spalling ...
In recent years, the structural engineering community has been actively exploring the use of wireless sensors in structural monitoring systems. A direct result of low-cost wireless sensors is wireless monitoring systems defined by high nodal densities offering extensive sets of structural response data. Such data sets can serve as a powerful tool for validation of structural design assumptions ...
در این مقاله رفتار غیر خطی- غیر الاستیک قابهای مهاربندی شده ویژه هم مرکز scbf با قابهای مهاربندی شده ضد کمانشی brbf مقایسه شده است. سازه های مختلفی با تعداد متفاوتی طبقه که قبلا بوسیله آیین نامه های موجود طراحی گردیده بودند، بوسیله نرم افزار opensees آنالیز استاتیکی غیر خطی شده و رفتار بار افزون و چرخه ای آنها برای هر دو نوع مهاربند تعیین گردیدند. مقایسه نتایج، حاکی از رفتار شکل پذیرتر و پایدا...
Although experimental studies have proven as the most effective method, its high cost has provoked researchers to seek alternative approaches. The increase in computational power 21st century provides opportunity numerically model with various programs. This study examines comparison of force-based element and displacement-based columns using nonlinear fiber elements. Within scope study, OpenSe...
The introduction of new materials can significantly improve the performance existing dampers, but constitutive model is difficult to be obtained in a short time, which makes its numerical simulation difficult. Bouc–Wen–Baber–Noori (BWBN) well describe stress-strain relationship materials, and it helpful introduce into simulation. In this paper, high manganese steel material used fabricate buckl...
Subsea high pressure/high temperature (HP/HT) pipelines may be significantly affected by the effects of soil structure interaction (SSI) when subjected to earthquakes. Numerical simulations are herein applied assess role deformability on seismic vulnerability an unburied pipeline. Overcoming most contributions existing in literature, this paper proposes a comprehensive 3D model system (soil + p...
A performance-based seismic assessment of unreinforced masonry (URM) buildings requires the use of reliable models, able to predict their nonlinear force-displacement response including their displacement capacity. Among the possible methodologies, at different levels of complexity, macro-modelling using structural component elements has proved to be an approach that can provide satisfactory ac...
The collapse of several tall composite buildings over the last two decades has shown that performance tall, and complex in fire is a necessary design consideration ought to go beyond simple code compliance. To this end, advancements field numerical simulation both thermomechanical response structures have been made. In isolation, practical benefit these limited, their true potential only unlock...
در این مقاله رفتار غیر خطی- غیر الاستیک قابهای مهاربندی شده ویژه هم مرکز SCBF با قابهای مهاربندی شده ضد کمانشی BRBF مقایسه شده است. سازه های مختلفی با تعداد متفاوتی طبقه که قبلا بوسیله آیین نامه های موجود طراحی گردیده بودند، بوسیله نرم افزار OPENSEES آنالیز استاتیکی غیر خطی شده و رفتار بار افزون و چرخه ای آنها برای هر دو نوع مهاربند تعیین گردیدند. مقایسه نتایج، حاکی از رفتار شکل پذیرتر و پایدا...
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