Theoretical and Numerical Study On Shear Buckling Of Flat and Corrugated Low-Gauge Steel Walls
Publish place: 10th International Congress on Civil Engineering
Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
View: 719
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
ICCE10_0675
تاریخ نمایه سازی: 19 تیر 1394
Abstract:
Experimental and numerical studies conducted in the past three decades have demonstrated that a steel plate shear wall is an effective and economical lateral load resisting system against both wind and earthquake forces. Use of steel plate shear wall systems has been shown to be more cost effective than the other lateral load resisting systems. Steel plate shear walls are much lighter than the commonly used reinforced concrete shear walls, which reduce both the gravity loads and seismic forces. This is a very brief summary of the paper's contents. In present research we consider two types of plates one using a corrugated plate and one using a flat steel plate has been studied as two types of compression and shear edge loading with clamped and simply supported boundary conditions and the low gauge steel plate behavior in flat and corrugated shapes has been compared. Totally 8 case has been compared in present research using ABAQUS finite element software and results have been verified with theoretical formulas. And finally, provided optimized case for using as resisting system under shear and compression
Keywords:
Authors
Mohammad Zaman Kabir
Professor Dep. of Civil Engineering, Amirkabir University of Technology, Tehran
Ali Karbassi
Msc Student, Dep. of Civil Engineering, Amirkabir University of Technology, Tehran
Amir Karbassi
Msc Student, Dep. of Civil Engineering(GC), Amirkabir University of Technology, Tehran
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :