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    Rocking Compliance Functions for Rigid Bases Allowed to Uplift 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Hideji Kawakami
    Publisher: American Society of Civil Engineers
    Abstract: In the earthquake‐resistant design of structures such as nuclear power plants and above‐ground tanks, consideration is given to the effect of base uplift on the response of these structures. This paper presents an iterative ...
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    Effects of Ground Motion Parameters and Cyclic Degradation Behavior on Collapse Response of Steel Moment-Resisting Frames 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Heui-Yung Chang; Hideji Kawakami
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the collapse response of Japanese low- and medium-rise steel moment-resisting frames, which may suffer stiffness degradation and strength deterioration after column buckling in severe earthquake shaking. ...
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    On-Site Nonlinear Hysteresis Curves and Dynamic Soil Properties 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Mohammad R. Ghayamghamian; Hideji Kawakami
    Publisher: American Society of Civil Engineers
    Abstract: Strong motion records at five vertical array sites in Japan are used to examine soil shear modulus and material damping as a function of shear strain during large earthquakes. Acceleration data from the sites are processed ...
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