پديد آورنده :
سنائي، هادي
عنوان :
طراحي و آناليز سقف ها و نماهاي شيشه اي با سازه هاي كششي و تكيه گاه هاي نقطه اي
مقطع تحصيلي :
كارشناسي ارشد
گرايش تحصيلي :
ساخت و توليد
محل تحصيل :
اصفهان: دانشگاه صنعتي اصفهان، دانشكده مكانيك
صفحه شمار :
سيزده، 166ص: مصور، جدول، نمودار
يادداشت :
ص.ع. به: فارسي و انگليسي
استاد راهنما :
سعيد ضيايي راد
استاد مشاور :
عليرضا شهيدي
توصيفگر ها :
كابل , شبكه هاي كابلي , ساختمان هاي شيشه اي
تاريخ نمايه سازي :
30/10/88
استاد داور :
محمد مشايخي، امير مهدي حلبيان
چكيده فارسي :
به فارسي و انگليسي: قابل رويت در نسخه ديجيتال
چكيده انگليسي :
Design and analysis of point fixed transparent component in tension structures Hadi Sanaei Hadis@me iut ac ir 18 July 2009 Mechanical engineering Department Isfahan University of Technology Isfahan 84156 83111 IranDegree MSc Language FarsiSupervisor Dr Saeed Ziaei Rad szrad@cc iut ac irAbstractSince there has not been any standard about the design and analysis of the point supported glass buildings withtension structures this thesis explains the methodology and design parameters for these types of structures All the available software and finite element packages about the design and analysis of glass and tensionstructures are studied and eventually SAP2000 software is used for analysis of tension structures and SJ Meplasoftware is used for that of glass parts First a 20 20 m cable net glass facade by two simple and complete methods is modeled and the resultscompared with those available in the literature Some Models are then created in SAP software and the effect ofloads and other important parameters on the tension structures are analyzed by the proposed models Glassstructures with all kind of point supporting tools and loads are modeled in SJ Mepla software and the results arecompared with each other Using the result in the literature review together with the performed analysis the effective parameters arederived and a method for modeling and analysis of these buildings is proposed Also some acceptable criteriaare proposed according to the results of the analysis An example of a real building is also modeled to ensure thecapability of the proposed method for modeling and analysis of the point supported glass buildings with tensionstructures The case study is a 4 5 4 37 m point supported glass roof with truss cables which is constructedafter design and analysis as the first tension structure roof in Iran Keywords1 glass 2 Point supported tools 3 cables4 tension structers 5 cable net 6 glass buildings
استاد راهنما :
سعيد ضيايي راد
استاد مشاور :
عليرضا شهيدي
استاد داور :
محمد مشايخي، امير مهدي حلبيان
