کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
262744 | 504048 | 2014 | 8 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Open scientific problems about the Platform Frame constructive system
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی انرژی
انرژی های تجدید پذیر، توسعه پایدار و محیط زیست
پیش نمایش صفحه اول مقاله

چکیده انگلیسی
• The Platform Frame constructive system is described and analysed by FEM analysis.
• Stiffness, strength and ductility have been obtained numerically.
• A quantitative comparison with results from literature was performed.
The aim of this paper is to provide a numerical simulation for giving a technical answer to some problems that a structural engineer has to solve when designing a timber building based of Platform Frame technology, i.e., composed of light-frame timber shear walls. For a fully anchored wall, a finite element model, aimed at determining wall stiffness, strength and ductility, is presented. The shear wall is considered as lacking of any constructive imperfection.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Energy and Buildings - Volume 83, November 2014, Pages 209–216
Journal: Energy and Buildings - Volume 83, November 2014, Pages 209–216
نویسندگان
Ugo Carusi, Fabiana Riparbelli, Ginevra Salerno,