کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
511643 | 865885 | 2010 | 15 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
An equivalent beam method to model masonry buildings in 3D finite element analysis
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی کامپیوتر
نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: An equivalent beam method to model masonry buildings in 3D finite element analysis An equivalent beam method to model masonry buildings in 3D finite element analysis](/preview/png/511643.png)
چکیده انگلیسی
The construction of shallow tunnels in urban environments may cause surface ground movements that are large enough to inflict structural damage on nearby buildings. A 3D finite element procedure to model these ground movements is proposed in which the structural behaviour of the building is represented by a mesh of elastic Timoshenko beams generated on the building footprint. This provides a model in which soil/structure interaction effects are included, but in which detailed modelling of any buildings on the ground surface is unnecessary. The method is illustrated with some example analyses.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers & Structures - Volume 88, Issues 19–20, October 2010, Pages 1049–1063
Journal: Computers & Structures - Volume 88, Issues 19–20, October 2010, Pages 1049–1063
نویسندگان
J.A. Pickhaver, H.J. Burd, G.T. Houlsby,