Risk-Based Method for Selecting Bridge Scour Countermeasures

Johnson, Peggy A.; Niezgoda, Sue L.

doi:10.1061/(asce)0733-9429(2004)130:2(121)

Cited by 38 publications

(9 citation statements)

References 9 publications

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“…For example, Adey, Hajdin, and Brü hwiler (2003) presented a risk-based approach to determining the optimal intervention for a bridge subject to multiple hazards. Johnson and Niezgoda (2004) presented a risk-based method for ranking, comparing and choosing the most appropriate bridge scour countermeasures using the risk priority numbers (PRNs) in failure modes and effects analysis (FMEA). Stein, Young, Trent, and Pearson (1999) developed a risk-based method for assessing the risk associated with scour threat to bridge foundations.…”

Section: Introductionmentioning

confidence: 99%

An integrated AHP–DEA methodology for bridge risk assessment

Wang

Liu

Elhag

2008

Computers & Industrial Engineering

197

141

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Section: Introductionmentioning

confidence: 99%

An integrated AHP–DEA methodology for bridge risk assessment

Wang

Liu

Elhag

2008

Computers & Industrial Engineering

197

141

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“…The reliability analysis were applied by Johnson and Ayyub (1992), Johnson (1992), Johnson and Dock (1998), Ghosn and Johnson (2000), Yanmaz and Ustun (2001), Yanmaz (2002), Johnson and Niezgoda (2004), Siddiqui et al (2004), Muzammil et al (2006), Muzzammil and Siddiqui (2009), Adeel et al (2016) and Khalid et al (2017). The probabilistic scour depth prediction of bridge pier initially raised by Johnson and Ayyub (1992) and presented a reliable method by including uncertainties involved in various basic parameters.…”

Section: Introductionmentioning

confidence: 99%

Reliability Analysis of Local Scour at Bridge Pier in Clay-Sand Mixed Sediments

Khalid

Muzzammil

Alam

2018

Aquademia: Water, Environment and Technology

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Bridge pier scouring is an important issue for safety evaluation of bridges. The existing equations for bridge pier scour prediction are mostly deterministic in nature, which do not incorporate the uncertainties in various parameters of scouring. A methodology for reliability analysis of bridge pier against scour in cohesive sediments incorporating the uncertainties of the model and input parameters are presented herein using efficient spreadsheet algorithm for first order reliability method (FORM). The influence of uncertainties, the nature of probability distribution and correlation of basic input parameters on failure probability and reliability index has been studied and described briefly herein. A sensitivity analysis was also carried out to obtain the effect of the individual random variables on the reliability of pier scour. To achieve the desired safety level in the design of pier foundation, the reliability-based safety factor is proposed.

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“…For example, Adey ,Hajdin , and Bruhwiler presented a risk-based approach to determine the optimal intervention for a bridge that is subject to multiple hazards [1].Johnson and Niezgoda presented a risk-based method for ranking, comparing, and choosing the most appropriate bridge scour countermeasures by using the risk priority numbers (PRNs) in failure modes and effects analysis(FMEA) [2]. Stein, Young, Trent, and Pearson developed a risk-based method for assessing the risk associated with scour failure or heavy damage and the cost associated with the failure,andis also adjusted by a risk adjustment factor based on the foundation type and the type of span [3].…”

Section: Introductionmentioning

confidence: 99%

The Appraisal Of The Risk In The Bridges Of Babolsar Through The Anp Fsaw Methods

Abdollahzadeh¹,

Haghighi²,

Amiri³

2014

J. Math. Computer Sci.

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The town bridges are among the most important structural elements that decrease the traffic problems. The bridge management system is one of the significant components of the transport management system. Allocating appropriate funds for repairing and maintaining the bridges for the governmental institutions is needed. Therefore, in big cities with multiple bridges and limited funds, the need to investigate the bridges for their repair, maintenance, enforcement, resistant making, and substituting the risky ones increase. In this study, for the first time, through using two methods of decision making, the FUZZY aggregate simple weight (FSAW) and the analytical network procedure (ANP), the risk ability of various bridges in Babolsar in a case wise approach was appraised and it became evident that the second bridge of this city has a high risk compared to the other bridges of the city. Also, in this paper, for the first time, the risk appraisal of the bridges in the exploitation mode was investigated. Examining the effective measures on the risk of the bridge along with the findings of prior research showed that earthquake, flood, traffic load, bridge abrasion and the life span of the bridge are the most important measures of appraising the risk of bridges in the exploitation mode. The bridges in Babolsar were investigated through using the two methods of decision making, ANP and FSAW. It was found that the first bridge of this city has the most probability of destruction and should be given more attention.

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Risk-Based Method for Selecting Bridge Scour Countermeasures

Cited by 38 publications

References 9 publications

An integrated AHP–DEA methodology for bridge risk assessment

An integrated AHP–DEA methodology for bridge risk assessment

Reliability Analysis of Local Scour at Bridge Pier in Clay-Sand Mixed Sediments

The Appraisal Of The Risk In The Bridges Of Babolsar Through The Anp Fsaw Methods

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