The safety design methodology of beams of hyperstatic bar structures
No Thumbnail Available
Date
2007
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Видавництво Національного університету «Львівська політехніка»
Abstract
An assessment of structural and technological features in 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 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.
Description
Keywords
Citation
Kliukas R. The safety design methodology of beams of hyperstatic bar structures / R. Kliukas, Al. Kudzys, An. Kudzys // Вісник Національного університету «Львівська політехніка». – 2007. – № 600 : Теорія і практика будівництва. – С. 437–444. – Bibliography: 19 titles.