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    Kriging and Conditional Simulation of Gaussian Field 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Masaru Hoshiya
    Publisher: American Society of Civil Engineers
    Abstract: A Gaussian discrete field is considered, whose mean field and covariance matrix are known a priori. When a sample observation set contaminated with noise at some finite points is obtained, the best estimators are evaluated ...
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    Linearized Liquefaction Process by Kalman Filter 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Masaru Hoshiya; Etsuro Saito
    Publisher: American Society of Civil Engineers
    Abstract: Sand liquefaction is a very important problem during earthquake excitation. This paper details the development of equivalent linearization theory for sand, based on both the extended Kalman filter and the weighted global ...
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    Kriging of Lognormal Stochastic Field 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Shigeru Noda; Masaru Hoshiya
    Publisher: American Society of Civil Engineers
    Abstract: The methods of simple kriging (
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    Process Noise and Optimum Observation in Conditional Stochastic Fields 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 012
    Author(s): Masaru Hoshiya; Ikumasa Yoshida
    Publisher: American Society of Civil Engineers
    Abstract: Two issues are focused on: respectively, a problem of sequential updating with plural sets of data, and a problem of optimal allocation of observation points within the scope of conditional stochastic fields. Concerning ...
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    Prediction Control of SDOF System 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Masaru Hoshiya; Yoshihito Saito
    Publisher: American Society of Civil Engineers
    Abstract: General discussions are presented on an instantaneous optimal prediction control, which includes a series of identification, prediction, and control on a single degree of freedom (SDOF) system. First, a method for the ...
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    Closure to “Redundancy Index of Lifeline Systems” by Masaru Hoshiya and Kinya Yamamoto 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Masaru Hoshiya; Kinya Yamamoto
    Publisher: American Society of Civil Engineers
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    Redundancy Index of Lifeline Systems 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Masaru Hoshiya; Kinya Yamamoto
    Publisher: American Society of Civil Engineers
    Abstract: Basic consideration is made on how comprehensively we can evaluate potential seismic risk of lifeline systems and gain an insight into the safety by way of information entropy, which transmits information of various kinds ...
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    Soil Spring Constants of Buried Pipelines for Seismic Design 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Katsumi Matsubara; Masaru Hoshiya
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents within the scope of the theory of static elasticity a derivation of soil spring constant in longitudinal direction of a buried pipeline in the seismic design. It is found that the spring constant depends ...
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    Stochastic Interpolation of Spatial Random Fields by BF/MCF-ISM 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Osamu Maruyama; Masaru Hoshiya
    Publisher: American Society of Civil Engineers
    Abstract: In the past, interpolation of random fields was successfully treated by Kriging methods for Gaussian fields, and by conditional simulation techniques for a class of non-Gaussian translation fields. Recently, bootstrap ...
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    Response Covariance to Multiple Excitations 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 004
    Author(s): Masaru Hoshiya; Shigehiko Shibusawa
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an effective method of obtaining covariances in recursive form for a multiple‐degree of freedom linear structural system subjected to multiple support nonstationary seismic excitations. The study is ...
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