In this paper are presented the results of an experimental study concerning the dynamic identification and the damage assessment of a real building. The considered structure is the building of the Civil and Environmental Engineering Department at NCHU in Taichung which was subjected, between July 1998 and November 1999, to the Chi-Chi Earthquake main shock and numerous foreshocks and aftershocks. The building is instrumented by a monitoring system composed of 29 accelerometers. The dynamic identification is, first, performed through the FDD (Frequency Domain Decomposition) method by using only the output records according to the Operational Modal Analysis. Then, the OKID-ERA/DC time domain algorithm is applied as well, using the out...
The Church of Ges\uf9 and the tower of the Cathedral were stricken and damaged by Emilia-Romagna ear...
Structural identification based on experimental data coming from rapid and/or permanent monitoring i...
Records of the response to strong ground shaking provide the best source of information on the beha...
In this paper are presented the results of an experimental study concerning the damage assessment o...
International audienceThe problem of detecting structural damage by exploiting vibration signal meas...
A full-scale seven-story reinforced concrete building section was tested on the UCSD-NEES shake tabl...
Ductility based design of reinforced concrete structures implicitly assumes certain damage under the...
The dynamic response of a building subjected to a seismic ground motion could be analyzed using the ...
It is desirable to assess structural damage by means of several rational damage indicators which are...
A full-scale seven-story reinforced concrete building slice was tested on the unidirectional UCSD-NE...
This paper aims at investigating the efficacy of different state-of-art damage detection methods whe...
Considering the modern conservation criteria that demands minimum intervention and preservation of c...
The usefulness of simple linear mathematical models for representing the behaviour of tall buildings...
Structures, built in active earthquake zones, can be subjected to damaging dynamic loading. The heal...
Analyses of changing in the fundamental frequency of a building is considered the simplest way to de...
The Church of Ges\uf9 and the tower of the Cathedral were stricken and damaged by Emilia-Romagna ear...
Structural identification based on experimental data coming from rapid and/or permanent monitoring i...
Records of the response to strong ground shaking provide the best source of information on the beha...
In this paper are presented the results of an experimental study concerning the damage assessment o...
International audienceThe problem of detecting structural damage by exploiting vibration signal meas...
A full-scale seven-story reinforced concrete building section was tested on the UCSD-NEES shake tabl...
Ductility based design of reinforced concrete structures implicitly assumes certain damage under the...
The dynamic response of a building subjected to a seismic ground motion could be analyzed using the ...
It is desirable to assess structural damage by means of several rational damage indicators which are...
A full-scale seven-story reinforced concrete building slice was tested on the unidirectional UCSD-NE...
This paper aims at investigating the efficacy of different state-of-art damage detection methods whe...
Considering the modern conservation criteria that demands minimum intervention and preservation of c...
The usefulness of simple linear mathematical models for representing the behaviour of tall buildings...
Structures, built in active earthquake zones, can be subjected to damaging dynamic loading. The heal...
Analyses of changing in the fundamental frequency of a building is considered the simplest way to de...
The Church of Ges\uf9 and the tower of the Cathedral were stricken and damaged by Emilia-Romagna ear...
Structural identification based on experimental data coming from rapid and/or permanent monitoring i...
Records of the response to strong ground shaking provide the best source of information on the beha...