A time-dependent reliability prediction of deteriorating spun concrete bridge piers

被引：8

作者：

Kliukas, Romualdas ^{[1
]}

Lukoseviciene, Ona ^{[2
]}

Juozapaitis, Algirdas ^{[3
]}

机构：

[1] Vilnius Gediminas Tech Univ, Dept Strength Mat & Engn Mech, Vilnius, Lithuania

[2] Vilnius Gediminas Tech Univ, Inst Mech Sci, Vilnius, Lithuania

[3] Vilnius Gediminas Tech Univ, Dept Bridge & Special Struct, Vilnius, Lithuania

来源：

EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING | 2015年 / 19卷 / 10期

关键词：

reliability index; safety margin; bridge piers; deterioration; SYSTEM RELIABILITY; RESISTANCE; DESIGN; PROFILES; BEAMS;

D O I：

10.1080/19648189.2015.1008650

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The conceptions of the time-dependent reliability analysis of non-deteriorating and deteriorating spun concrete bridge piers, which are effected by permanent and transient loads, are discussed. There are analysed the first- and the second-order load effects of bracing bridge piers. The strength features of resisting bending moments used in ultimate limit state and probability-based designs are presented. A simplified analysis of non-deteriorating and deteriorating bracing spun concrete piers in persistent situations in limit state and probabilistic approaches is provided. The prediction of probability-based reliability on shafts of non-deteriorating and deteriorating bracing bridge piers is illustrated by numerical example.

引用

页码：1202 / 1215

页数：14

共 50 条

[1] Time-dependent reliability of deteriorating reinforced concrete bridge decks
Stewart, MG
Rosowsky, DV
[J]. STRUCTURAL SAFETY, 1998, 20 (01) : 91 - 109
[2] Development of time-dependent fragility functions for deteriorating reinforced concrete bridge piers
Rao, Anirudh S.
Lepech, Michael D.
Kiremidjian, Anne
[J]. STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2017, 13 (01) : 67 - 83
[3] Time-dependent system reliability of deteriorating reinforced concrete structures
Li, CQ
Lawanwisut, W
Zheng, JJ
[J]. APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, VOLS 1 AND 2, 2003, : 77 - 83
[4] Prediction of time-dependent local scour around bridge piers
Choi, Sung-Uk
Choi, Byungwoong
[J]. WATER AND ENVIRONMENT JOURNAL, 2016, 30 (1-2) : 14 - 21
[5] Time-dependent reliability analysis of local scour around bridge piers
Chen, XY
Tung, YK
[J]. ADVANCES IN HYDRAULICS AND WATER ENGINEERING, VOLS 1 AND 2, PROCEEDINGS, 2002, : 266 - 271
[6] Time-Dependent Seismic Reliability of Coastal Bridge Piers Subjected to Nonuniform Corrosion
Yuan, Wenting
Wu, Xiangtong
Wang, Yuren
Liu, Zhenliang
Zhou, Peng
[J]. MATERIALS, 2023, 16 (03)
[7] Time-dependent reliability of deteriorating structural elements
Ciampoli, M
Caringi, B
[J]. APPLICATIONS OF STATISTICS AND PROBABILITY, VOLS 1 AND 2: CIVIL ENGINEERING RELIABILITY AND RISK ANALYSIS, 2000, : 265 - 272
[8] The modeling of time-dependent reliability of deteriorating structures
Kudzys, A.
Lukoseviciene, O.
[J]. SAFETY, RELIABILITY AND RISK ANALYSIS: THEORY, METHODS AND APPLICATIONS, VOLS 1-4, 2009, : 1685 - +
[9] Time-Dependent Damage Evolution of Reinforced Concrete Bridge Piers: Implications for Multihazard Analysis
Filizadeh, Reza
Hernandez, Eric
Rosowsky, David
[J]. ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2023, 9 (01)
[10] Time-dependent reliability analysis of deteriorating reinforced concrete bridges considering nonstationary processes
Jin, Cong-He
Qian, Yong-Jiu
Zhang, Fang
Xu, Wang-Xi
[J]. Gongcheng Kexue Xuebao/Chinese Journal of Engineering, 2022, 44 (07): : 1265 - 1273

← 1 2 3 4 5 →