weibull-based bridge deterioration models for iowa bridges

16
Weibull-Based Bridge Deterioration Models for Iowa Bridges Dimitrios Bilionis Basak Aldemir Bektas

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Weibull-Based Bridge Deterioration Models for Iowa Bridges. Dimitrios Bilionis Basak Aldemir Bektas. outline. Introduction Data Methodology Refinement Results Example Implementation. introduction. Purpose Predict future condition. introduction. Deterioration models - PowerPoint PPT Presentation

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Page 1: Weibull-Based Bridge Deterioration Models for Iowa Bridges

Weibull-Based Bridge Deterioration Models for

Iowa BridgesDimitrios Bilionis

Basak Aldemir Bektas

Page 2: Weibull-Based Bridge Deterioration Models for Iowa Bridges

outline Introduction Data Methodology Refinement Results Example Implementation

Page 3: Weibull-Based Bridge Deterioration Models for Iowa Bridges

introduction Purpose

Predict future condition

Page 4: Weibull-Based Bridge Deterioration Models for Iowa Bridges

introductionDeterioration models

Deterministic models Stochastic models

state-based time-basede.g. Markov chains e.g. Weibull

Page 5: Weibull-Based Bridge Deterioration Models for Iowa Bridges

methodology Survival analysis (failure time analysis)

Occurrence and timing of events Hazard base models investigate the conditional probability that duration of time ends

at a specific time t:

Here F(t) is the c.d.f. of T

The conditional probability that an event will occur between time t and t+dt, is given by the hazard function:

In other words, the hazard function gives the rate at which a duration terminates at time t

Page 6: Weibull-Based Bridge Deterioration Models for Iowa Bridges

methodology• the probability that a duration is greater than or equal to a specific

time t is given by the survivor function:

• WeibullSurvival function: Probability density function: where w=log(t), , µ is the location parameter and σ is the scale parameter

Page 7: Weibull-Based Bridge Deterioration Models for Iowa Bridges

methodology Censoring

T=a, uncensored T<b, right censored c<T<d, interval censored

1990 1992 1994 1996 1998 2000 2002 2004 2006 2008 2010 2012

8 7 7 7 7 7 7 7 7 7 6 6

Page 8: Weibull-Based Bridge Deterioration Models for Iowa Bridges

data• NBI ratings• Deck• Superstructure• Substructure

• 1983-2011 data• Process:• Eliminate increases• Gaps• Explanatory variables• Time-in-state

Code Description

N NOT APPLICABLE

9 EXCELLENT CONDITION

8 VERY GOOD CONDITION ( No problems noted)

7 GOOD CONDITION (Some minor problems)

6 SATISFACTORY CONDITION (Minor deterioration in structural elements)

5 FAIR CONDITION (Sound structural elements with minor section loss)

4 POOR CONDITION (Advanced section loss)

3 SERIOUS CONDITION (Affected structural elements from section loss)

2 CRITICAL CONDITION (Advanced deterioration of structural elements)

1 “IMMINENT” FAILURE CONDITION (Obvious movement affecting structural stability)

0 FAILED CONDITION (Out of service)

Page 9: Weibull-Based Bridge Deterioration Models for Iowa Bridges

results

Rating # observations Variables Median TISUncensored Right

CensoredUncensored sample

Right censored sample

Model

9 751* 138* ADT 4 3 4.68 280* 314 AGE, TR_ADT 8 6 7.37 145* 425 AGE 17 5 136 166* 239 AGE 10 4 9.15 63* 202 AGE 5 5.5 5.64 21* 145 - 4 6 4.8

Deck

Page 10: Weibull-Based Bridge Deterioration Models for Iowa Bridges

resultsSubstructure

Rating # observations Variables Median TISUncensored Right

CensoredUncensored sample

Right censored sample

Model

9 882* 149 AGE, ADT 5 9 6.28 181* 603 AGE 8 6 7.67 83* 399 16 10 13.76 172* 265 8 8 7.65 67* 238 4 5 5.24 16 102 2.5 4 2.8

Page 11: Weibull-Based Bridge Deterioration Models for Iowa Bridges

resultsSuperstructureRating # observations Variables Median TIS

Uncensored Right Censored

Uncensored sample

Right censored sample

Model

9 836* 236 AGE, ADT 5 7 5.78 133* 608 AGE, TR_ADT,

CNRCSL9 5 9

7 89 259 15 6 12.76 124 199 DLSLCNR 8 6 8.25 33 157 DMONCNR,

SSMG4 4 4.2

4 10 50 3.5 4.5 3.8

Page 12: Weibull-Based Bridge Deterioration Models for Iowa Bridges

exampleDeck NBI CR=8

AGE TR_ADT Prob Survival Median Time2 636 0.5 11.082 100 0.5 12.152 9000 0.5 2.62

20 636 0.5 0.9820 100 0.5 1.0820 9000 0.5 0.23

2 636 0.5 11.082 100 0.5 12.152 9000 0.5 2.62

20 636 0.5 0.9820 100 0.5 1.0820 9000 0.5 0.23

Page 13: Weibull-Based Bridge Deterioration Models for Iowa Bridges

example

Page 14: Weibull-Based Bridge Deterioration Models for Iowa Bridges

refinement

Page 15: Weibull-Based Bridge Deterioration Models for Iowa Bridges

Implementation

Yearly time-in-state update

Emphasis on models for ratings 4-7

Network level prioritization based on median time-in-state estimates

Page 16: Weibull-Based Bridge Deterioration Models for Iowa Bridges

Thank you!

Questions?