In the last few years various methods of identifying structural dynamics models from modal testing data have appeared. A comparison is presented of four of these algorithms: the Eigensystem Realization Algorithm (ERA), the modified version ERA/DC where DC indicated that it makes use of data correlation, the Q-Markov Cover algorithm, and an algorithm due to Moonen, DeMoor, Vandenberghe, and Vandewalle. The comparison is made using a five mode computer module of the 20 meter Mini-Mast truss structure at NASA Langley Research Center, and various noise levels are superimposed to produced simulated data. The results show that for the example considered ERA/DC generally gives the best results; that ERA/DC is always at least as good as ERA which i...
Modal identification is a technique that can assess modal properties of structures based on vibratio...
This paper summarizes work performed under a collaborative research effort between NASA and the Germ...
Interactions between structure response and control of large flexible space systems have challenged ...
Modal identification of seemingly simple structures, such as the generic truss is often surprisingly...
This paper presents an overview of the recent advances in system identification for modal testing an...
The Mini-Mast is a 20 meter long 3-dimensional, deployable/retractable truss structure designed to i...
Work performed under a collaborative research effort between NASA and the German Aerospace Research ...
This paper summarizes work performed under a collaborative research effort between the National Aero...
The reliability of two methods of structural identification is assessed employing noise-contaminated...
A comparative overview is presented of the disciplines of modal testing used in structural engineeri...
This paper discusses work performed under a collaborative research agreement between NASA and DLR in...
The results of research in applying statistical methods to the problem of structural dynamic system ...
The entire structural identification process, starting from measurement of the experimental response...
This paper summarizes work performed under a collaborative research effort between NASA and the Germ...
Structural system identification is the process of deducing the properties of a structural system fr...
Modal identification is a technique that can assess modal properties of structures based on vibratio...
This paper summarizes work performed under a collaborative research effort between NASA and the Germ...
Interactions between structure response and control of large flexible space systems have challenged ...
Modal identification of seemingly simple structures, such as the generic truss is often surprisingly...
This paper presents an overview of the recent advances in system identification for modal testing an...
The Mini-Mast is a 20 meter long 3-dimensional, deployable/retractable truss structure designed to i...
Work performed under a collaborative research effort between NASA and the German Aerospace Research ...
This paper summarizes work performed under a collaborative research effort between the National Aero...
The reliability of two methods of structural identification is assessed employing noise-contaminated...
A comparative overview is presented of the disciplines of modal testing used in structural engineeri...
This paper discusses work performed under a collaborative research agreement between NASA and DLR in...
The results of research in applying statistical methods to the problem of structural dynamic system ...
The entire structural identification process, starting from measurement of the experimental response...
This paper summarizes work performed under a collaborative research effort between NASA and the Germ...
Structural system identification is the process of deducing the properties of a structural system fr...
Modal identification is a technique that can assess modal properties of structures based on vibratio...
This paper summarizes work performed under a collaborative research effort between NASA and the Germ...
Interactions between structure response and control of large flexible space systems have challenged ...