1995
DOI: 10.1061/(asce)0733-9399(1995)121:2(181)
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Kriging and Conditional Simulation of Gaussian Field

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Cited by 49 publications
(14 citation statements)
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“…Application of the conditional simulation of ground motion records marked by nonstationary behavior are available in the literature, e.g., Vanmarcke and Fenton (1991), Hoshiya (1995), Shinozuka and Zhang (1996), Kameda and Morikawa (1994) and Heredia-Zavoni and Santa-Cruz (2000). These techniques are based on Kriging, conditional probability density function or their combination.…”
Section: Non-stationary Processesmentioning
confidence: 99%
See 1 more Smart Citation
“…Application of the conditional simulation of ground motion records marked by nonstationary behavior are available in the literature, e.g., Vanmarcke and Fenton (1991), Hoshiya (1995), Shinozuka and Zhang (1996), Kameda and Morikawa (1994) and Heredia-Zavoni and Santa-Cruz (2000). These techniques are based on Kriging, conditional probability density function or their combination.…”
Section: Non-stationary Processesmentioning
confidence: 99%
“…Lumley (1970) and Armitt (1968) introduced this technique to address turbulence and wind-related problems, respectively, and it was later used by many researchers in describing pressure fluctuations on buildings and structures and a host of wind-related problems (e.g., Lee 1975; Kareem and Cermak 1984;Holmes 1992;Kareem 1999;Tamura et al 1999;Carassale et al 2001). In stochastic structural mechanics, the POD technique based on the covariance matrix has been utilized for the simulation of spatially varying correlated random variables (e.g., Yamazaki and Shinozuka 1990), stochastic finite element analysis (e.g., Ghanem and Spanos 1991), and stochastic dynamics (Li and Kareem 1989, 1995, Vasta and Schueller 2000.…”
Section: Proper Orthogonal Decompositionmentioning
confidence: 99%
“…They can be generated using a variety of methods, from matrix decomposition to spectral methods, as presented in [28,29,30,31]. Examples of such conditional simulations are displayed in Figure 1b.…”
Section: Conditional Simulationsmentioning
confidence: 99%
“…The theoretical model of choice depended on the specific cases. According to the studies of predecessors, theoretical variogram model of soil properties were generally the spherical model of transition (Masaru Hoshiya, 1995;Gotway C A. R B Ferguson,1996). When selecting the semi-variance model, first of all, used the equation (1) …”
Section: Model Choicementioning
confidence: 99%