Add to ORKGThe aim of the present report is to supply the identification results from the tests performed with a laboratory model of a plane 6-storey, 2-bay scale 1:5 RC-frame at Aalborg University, Denmark during the autumn 1996. The tests were performed as a part of a Ph.D study considering evaluation of damage in RC-structures submitted to strong motion in excitation
The paper deals with the prediction of global damage and future structural reliability with special ...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...
In the paper a recently proposed method for damage localization and quantification of RC-structures ...
The paper presents a series of shaking table experiments performed at the Structural Laboratory at A...
A 2-bay, 6-storey model test RC-frame (scale 1:5) subjected to sequential earthquakes of increasing ...
A simulation study of a 2-bay, 6storey model test RC-frame(scale 1:5) subject to earthquakes is cons...
A 2-bay, 6-storey model test reinforced concrete frame (scale 1:5) subjected to sequential earthquak...
The purpose of the paper is to present a series of shaking table experiments performed at the Struct...
This paper deals with the estimation of the damage location of severely damaged Reinforced Concrete ...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic e...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
This report describes the results of an analysis of the ambient response data collected from a Venez...
The paper deals with the prediction of global damage and future structural reliability with special ...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...
In the paper a recently proposed method for damage localization and quantification of RC-structures ...
The paper presents a series of shaking table experiments performed at the Structural Laboratory at A...
A 2-bay, 6-storey model test RC-frame (scale 1:5) subjected to sequential earthquakes of increasing ...
A simulation study of a 2-bay, 6storey model test RC-frame(scale 1:5) subject to earthquakes is cons...
A 2-bay, 6-storey model test reinforced concrete frame (scale 1:5) subjected to sequential earthquak...
The purpose of the paper is to present a series of shaking table experiments performed at the Struct...
This paper deals with the estimation of the damage location of severely damaged Reinforced Concrete ...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic e...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...
This report describes the results of an analysis of the ambient response data collected from a Venez...
The paper deals with the prediction of global damage and future structural reliability with special ...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
The introduction of a crack in a structure will cause a local change in stiffness and damping capaci...