نتایج جستجو برای: sap2000
تعداد نتایج: 405 فیلتر نتایج به سال:
Bu çalışmada döşeme tipinin betonarme bina davranışına etkisini incelemek için bir çerçeveli plak ve tek doğrultuda çalışan dişli döşemeli olarak SAP2000 V21 programı ile modellenmiştir. Binanın deprem hesabı Türkiye Bina Deprem Yönetmeliği (2008)’ de tanımlanan Düzeyi 2 seviyesine göre yapay kaydı üretilmiştir. Üretilen farklı iki tip döşemeye sahip binanın zaman tanım alanında doğrusal yapılm...
در بین سیستم های مقاوم لرزه ای رایج در کشور، قاب مهاربندی شده واگرا به علت دارا بودن سختی و شکل پذیری مناسب از جایگاه ویژه ای برخوردار است اما عدم شناخت کافی و رعایت نشدن اصول اولیه ی در نظر گرفته شده برای این قاب ها، سبب شده است که از این سیستم مقاوم لرزه ای به نحوی شایسته و مطلوب استفاده نشود. در طراحی قاب های مهاربندی شده ی واگرا طبق اصل طراحی بر اساس ظرفیت، اعضای قاب مهاربندی شده ی واگرا (...
In this paper, the effect of skew angle on reinforced concrete bridge decks is presented by using grillage analogy. The actual deck system represented an equivalent longitudinal and transverse beams. A span 26m simply supported taken as case study to obtain values bending moment' s distribution versus length for one type skewness results are compared against moments right bridge. analysis were ...
In recent decades, the demand for complex and economical engineering structures with great aesthetics has been on rise cable stayed bridges also take their share of this interest. Besides many advantages cable-stayed are quite flexible, hence susceptible mainly to dynamic actions such as impact loads, wind effects seismic excitations. context, study focused effect A H shape reinforced concrete ...
When subjected to dynamic loads, structural systems can lose stability or undergo material failure. Furthermore, if the frequency of loads in system approaches one its natural vibration frequencies, resonance occur, which potentially increase In general, first structure is most important for excitation with low frequencies. Therefore, a simplified analysis obtain this and mode be highly useful....
Abstract Vertical structures exhibit flexibility than ordinary and also they show sensitivity in earthquake excitation. As per the safety standards of construction, are built with simple uniform configurations. Focusing on aesthetic view these vertical structures, discontinuity stiffness occurs there by resulting soft storey. this feature is highly undesirable buildings especially seismic activ...
Finite element analysis is one of the key steps in evaluating effectiveness an isolation system. The aim this paper to research mechanical properties sliding and rolling friction systems their application for isolating frame structures. A hybrid seismic system proposed, which aims protect superstructure by reducing dynamic response. effect different parameters on coefficient bearing was tested ...
<p class="BasicParagraph">Pada infrastruktur Pelabuhan Pulang Pisau mengalami kerusakan struktur, sehingga perlu adanya rehabilitasi berat. Rehabilitasi dilakukan dengan mengganti material dermaga kayu menjadi beton. Pada proyek ini menggunakan penerapan <em>Building Information</em> <em>Modelling</em> (BIM) model 3D dalam proses perencanaan, pelaksanaan dan pengaw...
This paper proposes a new element for modeling the energy-dissipation coupling beam to analyze coupled shear wall structure under seismic loading. The includes 2 rigid beams and an energy dissipation device in middle. stiffness matrix is derived based on principles of nonlinear mechanics. A procedure incremental-iterative solution built using Newmark method adopted solving equation motion. comp...
برای کاهش خیز و تنظیم تنشها در سیستم های پوششی بزرگ، از تیرهای عرضی عمود بر تیرورقها یا تیرهای اصلی موجود، استفاده میشود در مقاله حاضر اثر تیرهای عرضی که به منظور مقاوم سازی سیستم سقف و تنظیم تنش تیرهای اصلی موجود به سیستم سقف اضافه میشود مورد بررسی قرار گرفته و رابطه دیفرانسیل حاکم بر رفتار سازه جدید تعیین شده است. حل معادله دیفرانسیل با مشتقات جزئی درجه چهار بدست آمده به دلیل پیچیدگی، با...
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