Comparative Analysis of Universal High-Rise Building Design Software between Dynamic Characteristics and Measured Dynamic Characteristics

Dong Yan Shi; Jian Xu Long

doi:10.4028/www.scientific.net/AMR.243-249.2529

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Comparative Analysis of Universal High-Rise...

Comparative Analysis of Universal High-Rise Building Design Software between Dynamic Characteristics and Measured Dynamic Characteristics

Abstract:

Dynamic characteristics of the building is its own inherent characteristics, natural frequency is one of the main features. Using the earth pulsation and environmental incentive as inspiration vibration sources, testing and analysis of building the pulsation of the response signal and dynamic characteristics. Use of a complex building pulse test the dynamic performance is analyzed and the building of vibration frequency. Will get into the frequencies of the universal design software inversion get complex building conversion layers under actual work force value, and theoretical design value and the column were compared, and discuss the reasons.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2529-2533

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2529

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Online since:

May 2011

Authors:

Dong Yan Shi, Jian Xu Long

Keywords:

Dynamic Characteristic, Soft Foundation, Soil and Structural Interaction, Vibration Test

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References

[1] Badewi N E, Yang J C S. Relationship between the random decrement signature and the free vibration decay response of multi-degree-of-freedom systems,Proc. SME Int. Coput.Engng Conf.1990,195~201

Google Scholar

[2] He Xia and Roeck G De. System identification of mechanical structures by a high-order multivariate autoregressive model.computers&cstructures,1997,64(1-4):341~351

DOI: 10.1016/s0045-7949(96)00126-5

Google Scholar

[3] Newland D E. An introduction to random vibration and spectral analysis, Longman (1984)

Google Scholar

[4] Yam H, Leung T P, Li D B and Xue K Z. Use of ambient response measurements to determine dynamic characteristics of slender structures. Engineering Structures, 1997,19(2):145~150

DOI: 10.1016/s0141-0296(96)00027-2

Google Scholar

[5] Li Q S,Xiao Y Q,Wong C K.Full-scale motyphoon effects on super tall buildings[J].Fluids and Structures,2005,20:697―717.

DOI: 10.1016/j.jfluidstructs.2005.04.003

Google Scholar