The expectations towards asset management systems (AMS) often exceed what most AMS can or do deliver. The disappointment of stakeholders with an implemented AMS frequently leads to the abandonment of the otherwise sound principles of asset management. A review of the critical components of transport asset management systems highlighted several issues of which the treatment of uncertainties and the treatment selection method were explored in detail. Though performance forecasts based on average values may be right on the average, they are most likely wrong when looking at smaller segment levels in specific cases – i.e. most of the time. The key performance indicator for the Sydney Harbour Bridge maintenance requires that only a very small pr...
Timber bridges require high accumulated maintenance costs, which can be many times greater than thei...
We introduce an approach for modelling the structural deterioration of components of bridges for mai...
We introduce an approach for modelling the structural deterioration of components of bridges for mai...
The municipality of Amsterdam is facing the challenge to deal with uncertainties accompanied with th...
Abstract- Current annual expenditure for management and renewal of infrastructure assets around the ...
Timber bridges require high accumulated maintenance costs which can be many times greater\ud than th...
Pavement surfacing condition data of major highways in Melbourne/ Australia are collected using visu...
Within Road Asset management, pavement management plays a key role. Nowadays urban manager are facin...
Suitable performance models are needed for estimating medium- and long-term budgetary requirements t...
The Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) marked the start of a new era i...
This paper presents an assessment of four alternative deterioration models examined under a research...
Asset authorities need to predict the future condition of infrastructure, including railway bridges ...
The increasing age of national highway bridge stocks demands novel management policies that can main...
This paper describes the application of a stochastic based lifecycle planning tool, previously utili...
© 2011 Dr. I Putu MandiarthaThe development of efficiency models for road network management is chal...
Timber bridges require high accumulated maintenance costs, which can be many times greater than thei...
We introduce an approach for modelling the structural deterioration of components of bridges for mai...
We introduce an approach for modelling the structural deterioration of components of bridges for mai...
The municipality of Amsterdam is facing the challenge to deal with uncertainties accompanied with th...
Abstract- Current annual expenditure for management and renewal of infrastructure assets around the ...
Timber bridges require high accumulated maintenance costs which can be many times greater\ud than th...
Pavement surfacing condition data of major highways in Melbourne/ Australia are collected using visu...
Within Road Asset management, pavement management plays a key role. Nowadays urban manager are facin...
Suitable performance models are needed for estimating medium- and long-term budgetary requirements t...
The Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) marked the start of a new era i...
This paper presents an assessment of four alternative deterioration models examined under a research...
Asset authorities need to predict the future condition of infrastructure, including railway bridges ...
The increasing age of national highway bridge stocks demands novel management policies that can main...
This paper describes the application of a stochastic based lifecycle planning tool, previously utili...
© 2011 Dr. I Putu MandiarthaThe development of efficiency models for road network management is chal...
Timber bridges require high accumulated maintenance costs, which can be many times greater than thei...
We introduce an approach for modelling the structural deterioration of components of bridges for mai...
We introduce an approach for modelling the structural deterioration of components of bridges for mai...