Conservative models and code practices are usually employed for fatigue-damage predictions of existing structures. Direct in-service behavior measurements are able to provide more accurate estimations of remaining-fatigue-life predictions. However, these estimations are often accurate only for measured locations and measured load conditions. Behavior models are necessary for exploiting information given by measurements and predicting the fatigue damage at all critical locations and for other load cases. Model-prediction accuracy can be improved using system identification techniques where the properties of structures are inferred using behavior measurements. Building upon recent developments in system identification where both model and mea...
The ability to perform accurate remnant life predictions is crucial to ensure the integrity of engin...
Accurate models of real behaviour that are determined through measurements help engineers avoid expe...
This paper is a continuation of the paper titled "FATIGUE ANALYSIS AND LIFE PREDICTION OF BRIDGES WI...
ABSTRACT: The real behavior of existing structures is usually associated with large uncertainty that...
This paper presents a methodology that improves fatigue-performance evaluations using model-based da...
The growing importance of economic and environmental issues associated with the replacement of trans...
Accurate measurement-data interpretation leads to increased understanding of structural behavior and...
When a bridge is designed, conservative assumptions are made with regard to load distribution and st...
With an increasing number of bridges approaching their expected service life, improved and new metho...
The objective of this research study is three-fold: to evaluate the accuracy of current available fa...
Accurate measurement-data interpretation leads to increased understanding of structural behavior and...
textAs bridges continue to age and budgets reduce, transportation officials often need quantitative ...
The fatigue life of structural steel bridges is governed by the time-history of stresses generated i...
Journal ArticleMeasurements from load tests may lead to numerical models that better reflect structu...
New methods are required for sustainable and economical management of bridges. Efficient management ...
The ability to perform accurate remnant life predictions is crucial to ensure the integrity of engin...
Accurate models of real behaviour that are determined through measurements help engineers avoid expe...
This paper is a continuation of the paper titled "FATIGUE ANALYSIS AND LIFE PREDICTION OF BRIDGES WI...
ABSTRACT: The real behavior of existing structures is usually associated with large uncertainty that...
This paper presents a methodology that improves fatigue-performance evaluations using model-based da...
The growing importance of economic and environmental issues associated with the replacement of trans...
Accurate measurement-data interpretation leads to increased understanding of structural behavior and...
When a bridge is designed, conservative assumptions are made with regard to load distribution and st...
With an increasing number of bridges approaching their expected service life, improved and new metho...
The objective of this research study is three-fold: to evaluate the accuracy of current available fa...
Accurate measurement-data interpretation leads to increased understanding of structural behavior and...
textAs bridges continue to age and budgets reduce, transportation officials often need quantitative ...
The fatigue life of structural steel bridges is governed by the time-history of stresses generated i...
Journal ArticleMeasurements from load tests may lead to numerical models that better reflect structu...
New methods are required for sustainable and economical management of bridges. Efficient management ...
The ability to perform accurate remnant life predictions is crucial to ensure the integrity of engin...
Accurate models of real behaviour that are determined through measurements help engineers avoid expe...
This paper is a continuation of the paper titled "FATIGUE ANALYSIS AND LIFE PREDICTION OF BRIDGES WI...