| DC Field | Value | Language |
|---|
| dc.contributor.author | Kliukas, R. | - |
| dc.contributor.author | Kudzys, Al. | - |
| dc.contributor.author | Kudzys, An. | - |
| dc.date.accessioned | 2017-02-07T10:41:18Z | - |
| dc.date.available | 2017-02-07T10:41:18Z | - |
| dc.date.issued | 2007 | - |
| dc.identifier.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. | uk_UA |
| dc.identifier.uri | https://ena.lpnu.ua/handle/ntb/35741 | - |
| dc.description.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. | uk_UA |
| dc.language.iso | en | uk_UA |
| dc.publisher | Видавництво Національного університету «Львівська політехніка» | uk_UA |
| dc.title | The safety design methodology of beams of hyperstatic bar structures | uk_UA |
| dc.type | Article | uk_UA |
| Appears in Collections: | Теорія і практика будівництва. – 2007. – №600
|
