Characteristic Analysis of 3.11 Seismic Waves

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Abstract:

33 records of Japanese earthquake are extracted in this paper (referred to as 3.11 seismic waves in the article).Then, through studying the basic characteristics, spectrum characteristics and anisotropic of 3.11 seismic waves, as well as the similarities and differences of the response spectrum of 3.11 seismic waves contrasting with the response spectrum of the code. The results show that: a) 3.11 seismic waves have rich spectral components almost near the predominant frequency and its energy mainly concentrate in 0.1~10Hz.b) By analyzing the spectrum distribution of the seismic waves, its destruction strength on different structures can be evaluated. c) Damaging strength of horizontal seismic waves is much larger than the vertical seismic waves. Serious damage to the structure can be caused by the horizontal seismic waves’ excellence spectrum components focusing on the frequency of the structure in the engineering. Vertical seismic waves have greater damage to the structures’ periods between 0.02s to 1s, but much smaller to other structures. d) it can effectively assess the damaging strength on the structure,in time history analysis ,when make 3.11 seismic waves as the input earthquake waves.

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Periodical:

Advanced Materials Research (Volumes 838-841)

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1484-1491

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November 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] HU Yu-xian.: Earthquake Engineering( Earthquake Press, Beijing 2006).

Google Scholar

[2] Chia-Ming Uang, Vitelmo. Bertero: submitted to Earthquake Engineering Researth Center College of Engineering University of California Berkeley, California(1988).

Google Scholar

[3] Y. Shoji,K. Tanii,M. Kamiyama: submitted to Soil Dynamics and Earthquake (2005).

Google Scholar

[4] MA Ning, XU Longjun, XIE Lili: submitted to Journal of Earthquake Engineering and Engineering Vibration (2008).

Google Scholar

[5] Saragoni G.R.: submitted to Proceedings of 6th World Conference on Earthquake Engineering, New Delhi, India. Vol. 1(1977).

Google Scholar

[6] Arias,A.,R.J. Hansen, edited by Massachusetts Institute of Technology Press, Cambridge, Mass (1977), in press.

Google Scholar

[7] Honsner G.W. submitted to Proceedings of Symposium of Earthquake and Blast Effects on structures(1952).

Google Scholar