Identification Method for Structural Parameters

Li Bin Yang; Ju Lin Wang

doi:10.4028/www.scientific.net/AMR.538-541.2548

Paper Titles

A Gradient-Less Shape Optimization for Elastic Contact Problems
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Dynamic Buffeting Response Analysis of High Pier and Long Span Continuous Rigid Frame Bridge with Stochastic Wind Field
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Optimization of Torsional Dynamic Properties of Hydraulic Excavator Slewing Transmission Mechanism
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G M (1,1) Optimization Model Re-Optimization
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Identification Method for Structural Parameters
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Investigation and Application of the BOUAD Characteristics in Multidimensional Vibration’s Parametric Space of Drilling Pump
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Traction Performance Testing of Dongfeng 8B Locomotive and Failure Analysis for Operation on Southern Xinjiang Railway
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Blind Separation of Non-Stationary Convoluted Mixtures Based on Time-Frequency Analysis
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 538-541Identification Method for Structural Parameters

Identification Method for Structural Parameters

Abstract:

A hybrid method for identifying structural parameters is presented in this paper. All the measured and integrated responses are analysed using the identification method with a shift-average procedure to identify the stiffness and damping parameters as well as to reconstruct the unknown seismic input. To evaluate the reliability of the method, the identified structural stiffness is compared with the theoretical value computed from given material and geometric properties.

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Periodical:

Advanced Materials Research (Volumes 538-541)

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2548-2551

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.538-541.2548

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Online since:

June 2012

Authors:

Li Bin Yang, Ju Lin Wang

Keywords:

Building, Identification Method, Structural Parameter

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References

[1] Bendat JS, Piersol AG. Engineering applications of correlation and spectral analysis. 2nd ed. John Wiley & Sons, Inc.; 1993.

Google Scholar

[2] Toki K, Sato T, Kiyono J. Identification of structural parameters and input ground motion from response time histories. J Struct Eng/Earthq Eng-JSCE 1989;6(2):413–21.

DOI: 10.2208/jscej.1989.410_243

Google Scholar

[3] Hoshiya M, Sutoh A. Identification of input and parameters of a MDOF system. In: Loo YC, editor. Building for the 21st century, proceedings X. Zhao et al. / Engineering Structures 27 (2005) 1234–1247 of fifth east Asia-Pacific conference on structural engineering and construction. 1995. p.1309–14.

Google Scholar

[4] Wang D, Haldar A. Element-level system identification with unknown input. J Eng Mech-ASCE 1994;120(1):159–75.

DOI: 10.1061/(asce)0733-9399(1994)120:1(159)

Google Scholar

[5] Wang D, Haldar A. System identification with limited observations and without input. J Eng Mech-ASCE 1997;123(5):504–11.

DOI: 10.1061/(asce)0733-9399(1997)123:5(504)

Google Scholar

[6] Li J, Chen J. A statistical average algorithm for the dynamic compound inverse problem. Comput Mech 2003;30:88–95.

Google Scholar

[7] Zhao X, Xu YL, Li J, Chen J. Hybrid identification method for shear buildings with unknown seismic input: theoretical investigation. In: 8th international conference on inspection, appraisal, repairs & maintenance of structures. 2003.

Google Scholar