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    Conditioned Stochastic Processes for Conditional Random Fields 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Hiroyuki Kameda; Hitoshi Morikawa
    Publisher: American Society of Civil Engineers
    Abstract: Analytical development is presented for the theory of conditional random fields involving conditioning deterministic time functions. After discussion of their basic concept and their engineering significance, the probability ...
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    Recent History of Japan's Disaster Mitigation and the Impact of IDNDR 

    Source: Natural Hazards Review:;2000:;Volume ( 001 ):;issue: 001
    Author(s): Ken Sudo; Hiroyuki Kameda; Yuujiro Ogawa
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes activities that were conducted in Japan under the umbrella of the International Decade for Natural Disaster Reduction (IDNDR), including the first tangible contribution by Japan, after World War II, ...
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    Ground Strain Estimation for Seismic Risk Analysis 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Masanobu Shinozuka; Hiroyuki Kameda; Takeshi Koike
    Publisher: American Society of Civil Engineers
    Abstract: Under the assumption that strong motion earthquakes result primarily from surface waves in a layered medium resting on a semi‐infinite rock formation, a method is developed to derive the expression for the Rayleigh wave ...
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    Very Low Cycle Failure Process of Steel Angle Members 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Yeon-Soo Park; Satoshi Iwai; Hiroyuki Kameda; Taijiro Nonaka
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates damage process to steel structural members after buckling by subjecting them to large repetitive deformations such as strong earthquake loading up to the ultimate cracking state. Experiments were ...
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    System Risk Curves: Probabilistic Performance Scenarios for Highway Networks Subject to Earthquake Damage 

    Source: Journal of Infrastructure Systems:;2007:;Volume ( 013 ):;issue: 001
    Author(s): Nobuhiko Shiraki; Masanobu Shinozuka; James E. Moore II; Stephanie E. Chang; Hiroyuki Kameda; Satoshi Tanaka
    Publisher: American Society of Civil Engineers
    Abstract: Monte Carlo simulation techniques are used with bridge fragility curves to evaluate bridge damage in terms of a bridge damage index, and highway network link damage in terms of a link damage index. Static, user-equilibrium ...
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