Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/119424
The safety design methodology of beams of hyperstatic bar structures
Publication Type (CRIS)
Straipsnis kitame recenzuojamame leidinyje / Article in other peer-reviewed edition (S5)
Publication Type (eLABa)
Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication (S4)
Author(s)
| Author | Affiliation | |
|---|---|---|
Kauno technologijos universiteto Architektūros ir statybos institutas | ||
Kudzys, Antanas | Kauno technologijos universitetas |
Title
The safety design methodology of beams of hyperstatic bar structures
Romualdas Kliukas, Algirdas Kudzys, Antanas Kudzys
Is part of
Вiсник Нацiонального унiверситету Львiвська полiтехника. Теорiя i практика будiвництва
Published In
| Year | Start Page | End Page |
|---|---|---|
2007 | 437 | 444 |
Publisher
Львiв : Видавництва Нацiонального унiверситету "Львiвська полiтехника"
Extent
p. 437-444
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)
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.
Resource Type (COAR)
TextJournalJournal articleResearch article
Language
Anglų / English (en)
Country
Ukraina / Ukraine (UA)
Owning collection
ISSN (of the container)
0321-0499
eLABa ID
3818414