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http://dx.doi.org/10.12989/sem.2007.26.6.687

Generation of critical and compatible seismic ground acceleration time histories for high-tech facilities  

Hong, X.J. (Department of Civil and Structural Engineering, The Hong Kong Polytechnic University)
Xu, Y.L. (Department of Civil and Structural Engineering, The Hong Kong Polytechnic University)
Publication Information
Structural Engineering and Mechanics / v.26, no.6, 2007 , pp. 687-707 More about this Journal
Abstract
High-tech facilities engaged in the production of semiconductors and optical microscopes are extremely expensive, which may require time-domain analysis for seismic resistant design in consideration of the most critical directions of seismic ground motions. This paper presents a framework for generating three-dimensional critical seismic ground acceleration time histories compatible with the response spectra specified in seismic design codes. The most critical directions of seismic ground motions associated with the maximum response of a high-tech facility are first identified. A new numerical method is then proposed to derive the power spectrum density functions of ground accelerations which are compatible with the response spectra specified in seismic design codes in critical directions. The ground acceleration time histories for the high-tech facility along the structural axes are generated by applying the spectral representation method to the power spectrum density function matrix and then multiplied by envelope functions to consider nonstationarity of ground motions. The proposed framework is finally applied to a typical three-story high-tech facility, and the numerical results demonstrate the feasibility of the proposed approach.
Keywords
high-tech facility; critical seismic directions; acceleration time history generation; response spectrum compatibility;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
Times Cited By Web Of Science : 3  (Related Records In Web of Science)
Times Cited By SCOPUS : 1
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1 Crempien-Laborie, J.E. and Orosco, L. (2000), 'An evolutionary ground motion model for earthquake analysis of structures in zones with little history', Soil Dyn. Earthq. Eng., 20, 373-379   DOI   ScienceOn
2 Deodatis, G. (1996), 'Simulation of ergodic multivariate stochastic processes', J. Eng. Mech., 122, 778-787   DOI   ScienceOn
3 GB50011 (2001), Chinese Code for Seismic Design of Buildings, Architectural Industry Publishing House, Beijing (in Chinese)
4 Golub, G.H. and Van Loan, C.F. (1996), Matrix Computation, Hopkins University Press House, Hopkins, Baltimore, USA
5 Gupta, I.D. and Trifunac, M.D. (1998), 'Defining equivalent stationary psdf to account for nonstationarity of earthquake ground motion', Soil Dyn. Earthq. Eng., 17, 89-99   DOI   ScienceOn
6 Joshi, A. and Midorikawa, S. (2004), 'A simplified method for simulation of strong ground motion using finite rupture model of the earthquake source', J. Seismol., 8, 467-484   DOI
7 Li, J.H. and Li, J. (2005), 'A response spectrum method for seismic response analysis of structures under multi-support excitations', Struct. Eng. Mech., 21, 255-273   DOI   ScienceOn
8 Menun, C. and Der Kiureghian, A. (1998), 'A replacement for the 30%, 40%, and SRSS rules for multicomponent seismic analysis', Earthq. Spectra, 14, 153-156   DOI   ScienceOn
9 Olafsson, S., Remseth, S. and Sigbjornsson, R. (2001), 'Stochastic models for simulation of strong ground motion in Iceland', Earthq. Eng. Struct. Dyn., 30, 305-1331
10 Taskin, B. and Hasgur, Z. (2006), 'Monte Carlo analysis of earthquake resistant R-C 3D shear wall-frame structures', Struct. Eng. Mech., 22, 371-399   DOI   ScienceOn
11 Yamazaki, F. and Ansary, M.A. (1997), 'Horizontal-to-vertical spectrum ratio of earthquake ground motion for site characterization', Earthq. Eng. Struct. Dyn., 26, 671-689   DOI
12 Lopez, O.A. and Torres, R. (1997), 'The critical angle of seismic incidence and the maximum structural response', Earthq. Eng. Struct. Dyn., 26, 881-894   DOI
13 Jangrid, R.S. (2004), 'Response of SDOF system to non-stationary earthquake excitation', Earthq. Eng. Struct. Dyn.,33,1417-1428   DOI   ScienceOn
14 Kaul, M.J. (1978), 'Stochastic characterization of earthquakes through their response spectrum', Soil Dyn. Earthq. Eng., 6, 497-509   DOI   ScienceOn