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Modal Properties (modal + property)

Distribution by Scientific Domains

Engineering	100%

Selected Abstracts

Dynamische Zustandsbewertung einer Verbundbrücke: Beobachtung äußerer und nichtlinearer Einflüsse auf die modalen Eigenschaften

BETON- UND STAHLBETONBAU, Issue 8 2010
Volker Bungard Dipl.-Ing.
Bauwerksüberwachung; Dynamische Einwirkungen/Erdbeben; Brückenbau; Versuche Abstract Bei der Anwendung dynamischer Untersuchungsmethoden zur Zustandsbewertung von Ingenieurbauwerken aus Stahl- und Spannbeton sowie Verbundbau spielen Veränderungen von Rand- und Umweltbedingungen auf die modalen Parameter eine wesentliche Rolle. Während man diese im Laborexperiment weitest gehend überwachen bzw. ausschließen kann, sind sie bei in-situ Versuchen nur schwer zu kontrollieren. Am Beispiel einer Verbundbrücke soll demonstriert werden, welche Größenordnung die Veränderung von Randbedingungen (z. B. Veränderung von anregenden Kräften) und Umwelteinflüsse (z. B. Temperatur) auf die dynamischen Parameter einer in-situ Struktur haben können. Die Größenordnung dieser Veränderungen wird mit Veränderungen, die aus wirklichen Strukturschäden resultieren können, verglichen und bewertet. Dynamic Condition Assessment of a Composite Bridge: Investigation of External and Nonlinear Influences on the Modal Properties Using dynamic investigation methods to assess the state of civil constructions like reinforced and prestressed concrete structures as well as composite structures, changes in boundary conditions and environmental influences play a decisive role. Under laboratory conditions it is possible to control respectively to exclude these influences but it is not always possible to control and to exclude them when testing in-situ. By means of dynamic measurements which are conducted on a composite bridge, possible changes in dynamic properties resulting from changes in the amplitude of the excitation force and resulting from changes in the temperature conditions are demonstrated. The dimension of these changes is compared with changes in modal properties resulting from real structural defects and structural damages. [source]

Parameter identification of torsionally coupled shear buildings from earthquake response records

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, Issue 11 2008
Ganesh Hegde
Abstract This paper presents an efficient procedure to determine the natural frequencies, modal damping ratios and mode shapes for torsionally coupled shear buildings using earthquake response records. It is shown that the responses recorded at the top and first floor levels are sufficient to identify the dominant modal properties of a multistoried torsionally coupled shear building with uniform mass and constant eccentricity even when the input excitation is not known. The procedure applies eigenrealization algorithm to generate the state-space model of the structure using the cross-correlations among the measured responses. The dynamic characteristics of the structure are determined from the state-space realization matrices. Since the mode shapes are obtained only at the instrumented floor (top and first floors) levels, a new mode shape interpolation technique has been proposed to estimate the mode shape coefficients at the remaining floor levels. The application of the procedure has been demonstrated through a numerical experiment on an eight-storied torsionally coupled shear building subjected to earthquake base excitation. The results show that the proposed parameter identification technique is capable of identifying dominant modal parameters and responses even with significant noise contamination of the response records. Copyright © 2008 John Wiley & Sons, Ltd. [source]

Approximate modal decomposition of inelastic dynamic responses of wall buildings

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, Issue 9 2004
C. Sangarayakul
Abstract Two approximate methods for decomposing complicated inelastic dynamic responses of wall buildings into simple modal responses are presented. Both methods are based on the equivalent linear concept, where a non-linear structure is represented by a set of equivalent linear models. One linear model is used for representing only one vibration mode of the non-linear structure, and its equivalent linear parameters are identified from the inelastic response time histories by using a numerical optimizer. Several theoretical relations essential for the modal decomposition are derived under the framework of complex modal analysis. Various numerical examinations have been carried out to check the validity of the proposed modal decomposition methods, and the results are quite satisfactory in all cases. Fluctuating bending moment and shear at any location along the wall height contributed by each individual vibration mode can be obtained. Modal contributions to shear and flexural strength demands, as well as the corresponding modal properties, under various seismic loading conditions can also be identified and examined in detail. Furthermore, the effects of higher vibration modes on seismic demands of wall buildings are investigated by using the modal decomposition methods. Several new insights into the complicated inelastic dynamics of multi-story wall buildings are presented. Copyright © 2004 John Wiley & Sons, Ltd. [source]