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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, section: .:
PDF
THE IMPACT OF VERTICAL HUMAN-STRUCTURE INTERACTION FOR FOOTBRIDGES
Nimmen, Katrien Van
;
Broeck, Peter Van Den
To allow for a more accurate description of crowd-induced loading, the present study aims to provide the necessary insights into vertical human-structure interaction (HSI [...]
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
ROBUST VIBRATION SERVICEABILITY DESIGN OF A TUNED MASS DAMPER FOR THE PHÉNIX FOOTBRIDGE
Lievens, Klaus
;
Lombaert, Geert
Slender structures such as footbridges may be prone to human induced vibrations such that vibration mitigation devices as TMD’s are adopted to increase the structural d [...]
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3.
Original version of the author's contribution as presented on CD, section: [Semi plenary] Semi plenary .:
PDF
PROGRESS IN VIBRATION-BASED STRUCTURAL HEALTH MONITORING
Roeck, Guido De
Vibration based Structural Health Monitoring was and is still a hot topic in research. Much progress has been made both from the theoretical as well as the practical side [...]
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4.
Original version of the author's contribution as presented on CD, section: [MS28] New experimental techniques for structural identification and health monitoring .:
PDF
SYNCHRONIZATION OF DATA ACQUISITION SYSTEMS FOR THE PURPOSE OF STRUCTURAL HEALTH MONITORING
Maes, Kristof
;
Lombaert, Geert
This paper presents a technique for offline time synchronization of data acquisition systems for linear structures with proportional damping. The technique can be applied [...]
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5.
Original version of the author's contribution as presented on CD, section: [MS05] Periodicity-induced effects and methods in structural dynamics .:
PDF
SENSITIVITY ANALYSIS OF THE FREE WAVE CHARACTERISTICS OF PERIODIC STRUCTURES
Zhang, Jie
;
Lombaert, Geert
The free wave characteristics, i.e. propagation constants and free waves, characterize the dynamic behaviour of periodic structures. For this reason, they may therefore p [...]
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