Classification of bridge damages and costs for optimal maintenance planing based on markov decision process

Download
2016
Aslzad, Reza
Serviceability of a bridge is gradually reduced over time due to loads they carry andthe environmental effects. The effect of deterioration on bridges begin to appear when the bridges start aging and the materials are subjected to constant wear. Traffic loadings, weather and environmental factors, quality of construction, natural disasters, such as earthquakes and floods, are important factors that affect the degree and rate of deterioration of a bridge. Therefore, appropriate management is needed for bridges during their lifetime to maintain their performance. In order to devise effective maintenance and repair plans, a vast knowledge on bridge damages and components is crucial. In this study, bridge elements and related damages that generally occur are introduced and their causes are explained. Two separate unit maintenance and repair cost estimation techniques and procedures used are explained and compared with each other. Maintenance and repair costs of bridges should be optimized because of budget constraints if a bridge network or stock is to be maintained. Development of maintenance and repair models are also introduced. In this study, for stochastic modeling of bridge deterioration, Markov Decision Process (MDP) method is adopted. Transition probability matrices are generated for bridge elements and maintenance and repair costs are estimated. In addition, a computer algorithm is developed in order to verify the results of a separate optimization program. The newly developed computer algorithm is used to find the optimal maintenance and repair cost for a bridge element and the results are compared with the Markov chain-based optimization program.

Suggestions

Scour and scour protection at bridge abutments
Kayatürk, Şerife Yurdagül; Göğüş, Mustafa; Department of Civil Engineering (2005)
Bridge failures are mainly caused by scouring the bed material around bridge foundations during flood. In this study, scour phenomenon around bridge abutments is experimentally studied. Effect of abutment size, location and size of the collars placed around the abutments, time evaluation of scour hole around the abutment, scour characteristics of abutment and pier interaction were experimentally investigated. Scour measurements were conducted in a rectangular channel of 30 m long and 1.5 m wide filled with ...
Local scour characteristics around semi-circular end bridge abutments with and without collars
Tekin, Fatime; Köken, Mete; Department of Civil Engineering (2012)
The major damage to bridges occurs due to scour of the bed materials around piers and abutments during severe floods. This study involves the experimental investigations of the various scour patterns forming around abutment models tested with and without collars as scour countermeasures. The experiments were conducted in a rectangular channel under clear-water scour conditions. In the first part of this study, 34 experiments were conducted with semi-circular end abutment models with and without a collar for...
Reliability based evaluation of seismic design of Turkish bridges by using load and resistance factor method
Yılmaz, Seyit Alp; Caner, Alp; Department of Civil Engineering (2014)
This study aims to evaluate the safety level of seismic design of Turkish highway bridge pier columns with respect to reliability theory. Evaluation of bridges was performed for four different codes of American Association of State Highway and Transportation Officials (AASHTO). Reliability indices were calculated for AASHTO Load and Resistance Factor Design 2010 (AASHTO LRFD 2010), AASHTO LRFD 2007, AASHTO Standard Specifications of Highway Bridges (LFD 2002) and Turkish modification of AASHTO LFD 2002 (cur...
Structural monitoring of andirap bridge for overload passage
Türer, Ahmet (2009-01-01)
Andirap bridge is located over Seyhan river passing a deep valley and has a big strategic importance since heavy loaded trucks carrying excavation and fill material from Kavsak Bendi hydroelectric power plant construction site have to use the bridge. Serious concerns were raised since Andirap bridge may not be adequately strong to carry about 250 trucks per day, each weighting more than 50 tons for the coming next two years. A preliminary visual and analytical evaluation of the bridge has leaded instrumente...
Comparison of ASCE/SEI standard (2010) and modal pushover based ground motion scaling procedures for pre-tensioned concrete bridges
Özgenoğlu, Müge; Arıcı, Yalın; Department of Civil Engineering (2015)
The seismic design and evaluation of large bridges is a demanding task owing to the significant size and the structural characteristics of these systems. Although elastic analysis methods are regarded as sufficient for common, uncritical bridges; complex analysis methods such as non-linear time history analysis (NTHA) are often required for non-standard and/or important bridges. The selection of the ground motions that will be used in non-linear time history analysis is a crucial task in this regard as the ...
Citation Formats
R. Aslzad, “Classification of bridge damages and costs for optimal maintenance planing based on markov decision process,” M.S. - Master of Science, Middle East Technical University, 2016.