This article describes the work carried out within the project: Modal Analysis Based on the Random Decrement Technique - Application to Civil Engineering Structures. The project is part of the research programme: Dynamics of Structures sponsored by the Danish Technical Research Counsil. The planned contents and the requirement for the project prior to its start are described together with thee results obtained during the 3 year period of the project. The project was mainly carried out as a Ph.D project by the first author from September 1994 to August 1997 in cooperation with associate professor Rune Brincker from the above department. During the project there has been intensive cooperation with professor Sam Ibrahim, Old Dominion Universit...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
This paper considers the problem of damage assessment of civil engineering structures using statisti...
During the last years several papers utilizing the Random Decrement transform as a basis for extract...
This paper demonstrates how to use the Random Decrement (RD) technique for identification of linear ...
This technical report concerns the basic theory and principles for experimental modal analysis. The ...
The topic of this paper is the estimation of modal parameters from ambient data by applying the Rand...
In this paper a statistically based damage detection of a lattice steel mast is performed. By estima...
This paper describes the work which have been carried out in the project B.1: Damage Detection in St...
This paper presents an ambient vibration study of the Vestvej Bridge. The bridge is a typically Dani...
This book is intended for use as lecturing material on the graduate and licentiate level in Civil En...
This paper describes results of a model updating study conducted on a 15-storey reinforced concrete ...
Identification of physical properties from the dynamic response of structural systems - often called...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
Future bridge management systems will be based on simple stochastic models predicting the residual s...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
This paper considers the problem of damage assessment of civil engineering structures using statisti...
During the last years several papers utilizing the Random Decrement transform as a basis for extract...
This paper demonstrates how to use the Random Decrement (RD) technique for identification of linear ...
This technical report concerns the basic theory and principles for experimental modal analysis. The ...
The topic of this paper is the estimation of modal parameters from ambient data by applying the Rand...
In this paper a statistically based damage detection of a lattice steel mast is performed. By estima...
This paper describes the work which have been carried out in the project B.1: Damage Detection in St...
This paper presents an ambient vibration study of the Vestvej Bridge. The bridge is a typically Dani...
This book is intended for use as lecturing material on the graduate and licentiate level in Civil En...
This paper describes results of a model updating study conducted on a 15-storey reinforced concrete ...
Identification of physical properties from the dynamic response of structural systems - often called...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
Future bridge management systems will be based on simple stochastic models predicting the residual s...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
This paper considers the problem of damage assessment of civil engineering structures using statisti...