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Method for approximate analysis of cracking effect on lateral stiffness of reinforced concrete framed-tube structures
The paper presents analysis of framed-tube of tall reinforced concrete buildings subjected to horizontal loads. Authors take a cracking effect of frame spandrel girders of structure into account. Paper introduces simplified theoretical model of work of this kind of structures. The theoretical analysis and statistical multi-parameter numerical study of various framed-tube structures became the basis for developing a simplified assessment method of effective inertia moments of cracked spandrel beams.
Method for approximate analysis of cracking effect on lateral stiffness of reinforced concrete framed-tube structures
The paper presents analysis of framed-tube of tall reinforced concrete buildings subjected to horizontal loads. Authors take a cracking effect of frame spandrel girders of structure into account. Paper introduces simplified theoretical model of work of this kind of structures. The theoretical analysis and statistical multi-parameter numerical study of various framed-tube structures became the basis for developing a simplified assessment method of effective inertia moments of cracked spandrel beams.
Method for approximate analysis of cracking effect on lateral stiffness of reinforced concrete framed-tube structures
Metoda przybliżonej analizy wpływu zarysowania na sztywność poprzeczną konstrukcji budynku wysokiego o ramowo-powłokowym ustroju nośnym
Kobielak, S. (author) / Tatko, R. (author) / Piekarz, R. (author)
Archives of Civil and Mechanical Engineering ; 10 ; 43-57
2010-03-01
15 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2010
Simple Method for Approximate Analysis of Framed Tube Structures
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Simple Method for Approximate Analysis of Framed Tube Structures
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Realistic analysis of reinforced concrete framed structures
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