A New Method to Select Seismic Records for Time-History Analysis to Hydro-Structure

Article Preview

Abstract:

In order to make sure the structures have well seismic performance, the designer adopt dynamic time-history analysis method .But there is a problem to calculate the dynamic response of the structures which is how to find a scientific and reasonable criterion to select seismic wave records. In order to solve this problem and find a scientific and proper criterion to select seismic wave records, this paper referred to the standards ruled by the new Chinese Seismic Design Code for hydraulic structures and used the numerical analysis and scientific computation, conducted a well meticulous analysis, then put forward one way to select seismic records for time-history analysis method of hydro-structure. Except for taking the site condition, the fortified intensity, the duration into consideration, the author also give more emphasis on the fitting degree between the response spectra of seismic records with the new code to provide better fitting degree.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2740-2743

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Ministry of Water Resources of the People's Republic of China: Specifications for seismic design of hydraulic structures( Hydraulic and Electric power press, 2008).

Google Scholar

[2] A. Zerva, L. Beck: Identification of parametric ground motion random fields from spatially recorded seismic data, Earthquake Engineering & Structural Dynamics, Vol. 32(2003), p.771–791

DOI: 10.1002/eqe.248

Google Scholar

[3] D.W. Chu, Y.F. Wang: Integration formula selection for precise direct integration method, Engineering Mechanics, Vol. 19(2002), pp.115-119

Google Scholar

[4] L. Jeffer, W. Addison: Numerical Analysis and Scientific Computation, Numerical and Computers. (2004), pp.151-164

Google Scholar

[5] H.X.He, H.N. Li: A method for establishing demand spectra based on elastic spectra of seismic design code for buildings, world earthquake engineering, Vol. 16(2007),pp.65-73

Google Scholar

[6] I. Iunio, A. Cornell, Record selection for nonlinear seismic analysis of structures, Earthquake Spectra, Vol.21(2005),pp.685-713

DOI: 10.1193/1.1990199

Google Scholar