ABSTRACT: The paper presents a stochastic gamma process model to account for both population (i.e., sampling) and temporal variability associated with a degradation process that typically increases the probability of failure with the aging of a structure. The proposed method is more versatile than the random-variable degradation rate model commonly used in the structural reliability literature. The reason being that the random rate model cannot capture temporal variability associated with evolution of degradation. The paper also describes two methods for estimating parameters of the gamma process to facilitate its practical engineering applications.
[[abstract]]This book focuses on the statistical aspects of the analysis of degradation data. In rec...
The characteristic level of degradation of a given structure is modeled through a stochastic process...
Traditionally, bridge management systems were designed using Markov chain models. Recently, research...
ABSTRACT: The time-dependent reliability analysis to model age-related deterioration is necessary to...
International audienceThe objective of this work is to propose a spatio-temporal random field for as...
High reliability is an indispensable requirement for the operation of technical systems and infrastr...
A probabilistic procedure for the analysis of the current and future reliability of existing structu...
Concrete sewer pipes encounter corrosion as a predominant form of deterioration that reduces the ser...
Stochastic modeling of deterioration of structures at the scale of the life of the construction is t...
Remaining service life of infrastructure assets is governed by functionality and structural integrit...
International audienceIn this paper, a gradually deteriorating system with imperfect repair is consi...
Very recently, a new degradation process, namely the transformed gamma (TG) process, has been propo...
Corrosion of reinforcement is the most widespread and predominant cause of deterioration of reinforc...
The non-stationary Gamma process is a widely used mathematical model to describe degradation phenome...
Deterioration prediction of Civil Infrastructure from discrete condition data is a challenge faced b...
[[abstract]]This book focuses on the statistical aspects of the analysis of degradation data. In rec...
The characteristic level of degradation of a given structure is modeled through a stochastic process...
Traditionally, bridge management systems were designed using Markov chain models. Recently, research...
ABSTRACT: The time-dependent reliability analysis to model age-related deterioration is necessary to...
International audienceThe objective of this work is to propose a spatio-temporal random field for as...
High reliability is an indispensable requirement for the operation of technical systems and infrastr...
A probabilistic procedure for the analysis of the current and future reliability of existing structu...
Concrete sewer pipes encounter corrosion as a predominant form of deterioration that reduces the ser...
Stochastic modeling of deterioration of structures at the scale of the life of the construction is t...
Remaining service life of infrastructure assets is governed by functionality and structural integrit...
International audienceIn this paper, a gradually deteriorating system with imperfect repair is consi...
Very recently, a new degradation process, namely the transformed gamma (TG) process, has been propo...
Corrosion of reinforcement is the most widespread and predominant cause of deterioration of reinforc...
The non-stationary Gamma process is a widely used mathematical model to describe degradation phenome...
Deterioration prediction of Civil Infrastructure from discrete condition data is a challenge faced b...
[[abstract]]This book focuses on the statistical aspects of the analysis of degradation data. In rec...
The characteristic level of degradation of a given structure is modeled through a stochastic process...
Traditionally, bridge management systems were designed using Markov chain models. Recently, research...