On Design Features of Propped and Unpropped Hyperstatic Structures
Author(s): |
Algirdas Kudzys
Romualdas Kliukas Antanas Kudzys |
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Medium: | journal article |
Language(s): | Latvian |
Published in: | Journal of Civil Engineering and Management, June 2007, n. 2, v. 13 |
Page(s): | 123-129 |
DOI: | 10.3846/13923730.2007.9636428 |
Abstract: |
An effect of structural and technological features on the design methodology of hyperstatic precast reinforced concrete and composite steel‐concrete structures is discussed. Permanent and variable service, snow and wind loads of buildings and their extreme values are analysed. Two loading cases of precast reinforced concrete and composite steel‐concrete continuous and sway frame beams as propped and unpropped members are considered. A redistribution of bending moments for the ultimate limit state of beams is investigated. A limit state verification of hyperstatic beams by the partial factor and probability‐based methods is presented. It is recommended to calculate a long‐term survival probability of beams by the analytical method of transformed conditional probabilities. |
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10363243 - Published on:
12/08/2019 - Last updated on:
12/08/2019