کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
267721 | 504410 | 2010 | 7 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
3-D nonlinear dynamic progressive collapse analysis of multi-storey steel composite frame buildings — Parametric study
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: 3-D nonlinear dynamic progressive collapse analysis of multi-storey steel composite frame buildings — Parametric study 3-D nonlinear dynamic progressive collapse analysis of multi-storey steel composite frame buildings — Parametric study](/preview/png/267721.png)
چکیده انگلیسی
A 3-dimensional finite element model built by the author was used in this paper to analyze the progressive collapse of a multi-storey steel composite frame building. The proposed model can represent the global 3-D behavior of the multi-storey building under the sudden column removal scenarios. Based on this model, parametric studies were carried out to investigate the structural behavior with variations in: strength of structural steel, strength of concrete and reinforcement mesh size. Through the parametric study, the measures to mitigate progressive collapse in the future design were recommended.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 32, Issue 12, December 2010, Pages 3974–3980
Journal: Engineering Structures - Volume 32, Issue 12, December 2010, Pages 3974–3980
نویسندگان
Feng Fu,