This paper describes the advances toward the implementation of a three-dimensional, six-degree-of-freedom structural dynamics measurement system. The result is a continuous description of the 3-D translational and rotational velocities on the surface of a vibrating prototype structure. This has been
MATHEMATICAL FOUNDATIONS OF EXPERIMENTAL MODAL ANALYSIS IN ROTOR DYNAMICS
โ Scribed by H. IRRETIER
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 128 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0888-3270
No coin nor oath required. For personal study only.
โฆ Synopsis
The mathematical foundations for experimental modal analysis of rotating structures are presented. They are characterised by non-symmetric and time-variant matrices. The equations of motion are solved by modal transformation to derive impulse and frequency response functions, which form the basis of modal identification algorithms in time and frequency domains, respectively.
๐ SIMILAR VOLUMES
A mathematical model of glycolysis in Saccharomyces cerevisiae is presented. The model is based on rate equations for the individual reactions and aims to predict changes in the levels of intra-and extracellular metabolites after a glucose pulse, as described in part I of this study. Kinetic analysi
The dynamic behaviour of structures-in particular, rotors containing cracks-is a subject of considerable current interest. Several researchers have developed models of cracked rotor systems considering mainly the transverse surface crack. In the present study finite element (FEM) analysis of a rotor
Static indetermination is a common problem in the dynamic analysis of most multibearing rotor systems. This paper presents a systematic treatment of this problem. It is taken into account at the stage when the general mathematical model is constructed for a complete multi-bearing rotor system. The p
The goal of this work was to obtain rapid sampling technique to measure transient metabolites in vivo. First, a pulse of glucose was added to a culture of the yeast Saccharomyces cerevisiae growing aerobically under glucose limitation. Next, samples were removed at 2 to 5 s intervals and quenched us
A boundary element formulation of the substructure deletion method is presented for the seismic analysis of the dynamic cross-interaction between multiple embedded foundations. This approach is particularly suitable for three-dimensional foundations of any arbitrary geometrical shape and spatial loc