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    Uncertainty of Design Parameters From Viewpoint of Extreme Statistics 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1992:;volume( 114 ):;issue: 002:;page 76
    Author(s): Y. Goda
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Statistical variability of a sample of extreme data has been examined by means of Monte Carlo simulations. The Fisher-Tippett types I and II, the Weibull, and the log-normal distributions were ...
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    Statistics of Wave Crest Lengths Based on Directional Wave Simulations 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 004:;page 239
    Author(s): Y. Goda
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Spatial surface elevations of directional random waves have numerically been simulated for various directional spectral conditions in deep water and finite uniform depth water. Individual wave ...
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    Review of <i>Coastal Processes with Engineering Applications</i> by Robert G. Dean and Robert A. Dalrymple 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Yoshimi Goda
    Publisher: American Society of Civil Engineers
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    Revisiting Wilson’s Formulas for Simplified Wind-Wave Prediction 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Yoshimi Goda
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for predicting the significant height and period of wind waves generated in a uniform fetch in deep water is presented in the closed-form expressions based on Wilson’s formulas, together with relevant design ...
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    Discussion of “<i>Breaking Wave Forces on Vertical Walls</i>” by Yeh‐hsi Chu (January, 1989, Vol. 115, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Yoshimi Goda
    Publisher: American Society of Civil Engineers
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    Spread Parameter of Extreme Wave Height Distribution for Performance-Based Design of Maritime Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Yoshimi Goda
    Publisher: American Society of Civil Engineers
    Abstract: A new parameter is proposed to characterize the tail spreading performance of extremal distribution functions as defined by the ratio of the 50-year return wave height to the 10-year height, and it is called the spread ...
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    Discussion of “<i>Engineering Analysis of Extreme Value Data: Selection of Models</i>” by Enrique Castillo and José María Sarabia (March/April, 1992, Vol 118, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Yoshimi Goda
    Publisher: American Society of Civil Engineers
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    Seismic Risk Management of Existing Reinforced Concrete Buildings in the Cascadia Subduction Zone 

    Source: Natural Hazards Review:;2017:;Volume ( 018 ):;issue: 001
    Author(s): Katsuichiro Goda; Solomon Tesfamariam
    Publisher: American Society of Civil Engineers
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    Financial Seismic Risk Analysis of Building Portfolios 

    Source: Natural Hazards Review:;2014:;Volume ( 015 ):;issue: 002
    Author(s): Hiromichi; Yoshikawa; Katsuichiro; Goda
    Publisher: American Society of Civil Engineers
    Abstract: The role of financial seismic risk analysis and risk quantification has grown rapidly in dealing with important risk-management decisions for building portfolios. Recent developments in regional seismicity modeling, ...
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    Seismic Analysis of Retaining Wall Subjected to Surcharge: A Modified Pseudodynamic Approach 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Godas Srikar; Satyendra Mittal
    Publisher: ASCE
    Abstract: The rise in failure of retaining walls subjected to dynamic loads is of increasing concern in earthquake-prone areas. The purpose of this study is to establish a closed-form solution for seismic active thrust and its ...
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