Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections

Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections

The expediency and efficiency of concrete bridge piers of annular cross-sections reinforced by steel bars uniformly distributed throughout their perimeter are considered. Modelling of permanent and live load effects and bearing capacity of bracing tubular piers is presented. The features of unsophis...

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Bibliographic Details
Main Authors: Antanas Kudzys, Romualdas Kliukas
Format: Article
Language:English
Published: RTU Press 2008-09-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
bridge piers
tubular structures
road traffic loads
eccentric loading
limit state design
probability-based design
Online Access:https://bjrbe-journals.rtu.lv/article/view/3851
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spelling doaj-0d9e7d1d19e24c3895a0beba4bcd2e8d2020-11-25T03:07:23ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882008-09-013316717310.3846/1822-427X.2008.3.167-1732170Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-SectionsAntanas Kudzys0Romualdas Kliukas1Kaunas University of Technology, Institute of Architecture and Construction, Tunelio g. 60, 44405 Kaunas, LithuaniaDept of Strength of Materials, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, LithuaniaThe expediency and efficiency of concrete bridge piers of annular cross-sections reinforced by steel bars uniformly distributed throughout their perimeter are considered. Modelling of permanent and live load effects and bearing capacity of bracing tubular piers is presented. The features of unsophisticated probability-based design formats are analysed. A simplified but fairly exact analysis of eccentrically loaded piers by limit state and probabilistic approaches is provided. The design practice of bracing tubular piers using limit state and probabilistic approaches is illustrated by a numerical example.https://bjrbe-journals.rtu.lv/article/view/3851bridge pierstubular structuresroad traffic loadseccentric loadinglimit state designprobability-based design
collection DOAJ
language English
format Article
sources DOAJ
author Antanas Kudzys
Romualdas Kliukas
spellingShingle Antanas Kudzys
Romualdas Kliukas
Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
The Baltic Journal of Road and Bridge Engineering
bridge piers
tubular structures
road traffic loads
eccentric loading
limit state design
probability-based design
author_facet Antanas Kudzys
Romualdas Kliukas
author_sort Antanas Kudzys
title Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
title_short Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
title_full Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
title_fullStr Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
title_full_unstemmed Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections
title_sort limit state and probabilistic formats in the analysis of bracing piers of annular cross-sections
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2008-09-01
description The expediency and efficiency of concrete bridge piers of annular cross-sections reinforced by steel bars uniformly distributed throughout their perimeter are considered. Modelling of permanent and live load effects and bearing capacity of bracing tubular piers is presented. The features of unsophisticated probability-based design formats are analysed. A simplified but fairly exact analysis of eccentrically loaded piers by limit state and probabilistic approaches is provided. The design practice of bracing tubular piers using limit state and probabilistic approaches is illustrated by a numerical example.
topic bridge piers
tubular structures
road traffic loads
eccentric loading
limit state design
probability-based design
url https://bjrbe-journals.rtu.lv/article/view/3851
work_keys_str_mv AT antanaskudzys limitstateandprobabilisticformatsintheanalysisofbracingpiersofannularcrosssections
AT romualdaskliukas limitstateandprobabilisticformatsintheanalysisofbracingpiersofannularcrosssections
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