| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 245844 | Archives of Civil and Mechanical Engineering | 2010 | 15 Pages |
Abstract
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.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
S. KOBIELAK, R. TATKO, R. PIEKARZ,