Estimation of Exceedance Probability of Scour on Bridges Using Reliability Principles-Reference-Cited by-同舟云学术

Estimation of Exceedance Probability of Scour on Bridges Using Reliability Principles

Published:2021-08 Issue:8 Volume:26 Page:04021029
ISSN:1084-0699
Container-title:Journal of Hydrologic Engineering
language:en
Short-container-title:J. Hydrol. Eng.

Author:

Contreras-Jara Manuel¹,Echaveguren Tomás²^ORCID,Chamorro Alondra³,Vargas-Baecheler Jose⁴

Affiliation:

1. Researcher, Dept. of Civil Engineering, Faculty of Engineering, Universidad de Concepción, Edmundo Larenas, 219, Concepción 4070409, Chile; National Research Center for Integrated Natural Disaster Management (CIGIDEN), ANID/FONDAP/15110017, Avda. Vicuña Mackenna 4860, Santiago 7820244, Chile.

2. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Universidad de Concepción, Edmundo Larenas, 219, Concepción 4070409, Chile; Associate Investigator, National Research Center for Integrated Natural Disaster Management (CIGIDEN), ANID/FONDAP/15110017, Avda. Vicuña Mackenna 4860, Santiago 7820244, Chile (corresponding author). ORCID: .

3. Associate Profesor, Pontificia Universidad Católica de Chile, School of Engineering, Dept. of Construction Engineering and Management, Santiago, Chile; Principal Investigator, National Research Center for Integrated Natural Disaster Management (CIGIDEN), ANID/FONDAP/15110017, Avda. Vicuña Mackenna 4860, Santiago 7820244, Chile.

4. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Universidad de Concepción, Edmundo Larenas, 219, Concepción 4070409, Chile.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HE.1943-5584.0002109

Reference71 articles.

1. Ansari S. A. and A. Qadar. 1994. “Ultimate depth of scour around bridge piers.” In Proc. National Hydraulic Conf. 51–55. Reston VA: ASCE.

2. Arneson, L. A., L. W. Zevenbergen, P. F. Lagasse, and P. E. Clopper. 2012. Evaluating scour at bridges. 4th ed. Washington, DC: Federal Highway Administration.

3. Barbe, D. E., J. F. Cruise, and V. P. Singh. 1992. “Probabilistic approach to local pier scour.” Trans. Res. Rec. 1350 (1): 28–33.

4. A reappraisal of bridge piers scour vulnerability: a case study in the Upper Tiber River basin (central Italy)

5. Bobée B. and F. Ashkar. 1988. “Review of statistical methods for estimating flood risk with special emphasis on the log Pearson type 3 distribution.” In Natural and Man-made Hazards Int. Symp. 357–367. Dordrecht Netherlands: D. Reidel Publishing Company. https://doi.org/10.1007/978-94-009-1433-9_25.

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