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    Double-Inclusion Model and Overall Moduli of Multi-Phase Composites 

    Source: Journal of Engineering Materials and Technology:;1994:;volume( 116 ):;issue: 003:;page 305
    Author(s): Muneo Hori; Sia Nemat-Nasser
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The double-inclusion model consists of an ellipsoidal inclusion of arbitrary elasticity, containing another ellipsoidal heterogeneity of arbitrary elasticity, size, and orientation, which are embedded ...
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    Universal Bounds for Overall Properties of Linear and Nonlinear Heterogeneous Solids 

    Source: Journal of Engineering Materials and Technology:;1995:;volume( 117 ):;issue: 004:;page 412
    Author(s): Sia Nemat-Nasser; Muneo Hori
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For a sample of a general heterogeneous nonlinearly elastic material, it is shown that, among all consistent boundary data which yield the same overall average strain (stress), the strain ...
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    Image Analysis of Measuring Building Configuration for Seismic Damage Estimation 

    Source: Natural Hazards Review:;2013:;Volume ( 014 ):;issue: 001
    Author(s): Liping; Huang; Kenji; Oguni; Muneo; Hori
    Publisher: American Society of Civil Engineers
    Abstract: A novel methodology of image analysis was designed to assess more quantitative seismic damage estimation at the building level for a city area in which 10–30% of the entire building stock was damaged. The methodology is ...
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    Strengthening of Parallel Computation Performance of Integrated Earthquake Simulation 

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 005
    Author(s): M. L. L. Wijerathne; Muneo Hori; Toshikazu Kabeyazawa; Tsuyoshi Ichimura
    Publisher: American Society of Civil Engineers
    Abstract: The parallel scalability of the seismic response analysis (SRA) module of the Integrated Earthquake Simulator (IES) is enhanced to achieve near-ideal scalability. In previous studies, the SRA module was enhanced with ...
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    Hierarchical Localization of Sensor Network for Infrastructure Monitoring 

    Source: Journal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 001
    Author(s): Masayuki Saeki; Kenji Oguni; Junya Inoue; Muneo Hori
    Publisher: American Society of Civil Engineers
    Abstract: Localization (determination of the position of each sensor node) of a large scale sensor network is an important issue for applying network sensing technique to infrastructure monitoring. This paper presents a concept and ...
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    Three Dimensional Nonlinear Seismic Ground Response Analysis of Local Site Effects for Estimating Seismic Behavior of Buried Pipelines 

    Source: Journal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 004:;page 41702
    Author(s): Ichimura, Tsuyoshi; Fujita, Kohei; Hori, Muneo; Sakanoue, Takashi; Hamanaka, Ryo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Damage to buried pipelines caused by local amplification of seismic ground motion in highly nonuniform grounds is not yet fully understood. The development of methods to evaluate the amplification of ground motion in complex ...
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    Comprehensive Seismic Response Analysis for Estimating the Seismic Behavior of Buried Pipelines Enhanced by Three Dimensional Dynamic Finite Element Analysis of Ground Motion and Soil Amplification 

    Source: Journal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 005:;page 51801
    Author(s): Ichimura, Tsuyoshi; Fujita, Kohei; Errol Quinay, Pher; Hori, Muneo; Sakanoue, Takashi; Hamanaka, Ryo; Ito, Fumiki; Suetomi, Iwao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We demonstrate a comprehensive earthquake response analysis method for improving the seismic input force estimation of buried pipelines by combining ground motion and soil amplification analyses. Using this method, the ...
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