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    Scaling PSV from Earthquake Magnitude, Local Soil, and Geologic Depth of Sediments 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): V. W. Lee
    Publisher: American Society of Civil Engineers
    Abstract: An empirical scaling equation is presented for pseudorelative velocity (PSV) spectral amplitudes in terms of earthquake magnitude, source‐to‐station representative distance, component direction, and local site. Each local ...
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    Diffraction around Circular Canyon in Elastic Wedge Space by Plane SH-Waves 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 006
    Author(s): V. W. Lee; R. I. Sherif
    Publisher: American Society of Civil Engineers
    Abstract: The wave propagation behavior in an elastic wedge-shaped medium, with a circular canyon at its vertex, has been studied. In particular, an analytic closed-form solution has been derived and solved for the case of plane ...
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    Seismic Waves in Buildings with Shear Walls or Central Core 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    Author(s): M. I. Todorovska; V. W. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Two‐dimensional continuous models have been used to investigate the effects of the propagation of seismic waves into buildings with shear walls at the ends and with a central core. Neglecting the soil‐structure interaction, ...
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    Antiplane Diffraction from Canyon above Subsurface Unlined Tunnel 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    Author(s): V. W. Lee; S. Chen; I. R. Hsu
    Publisher: American Society of Civil Engineers
    Abstract: The 2D scattering and diffraction of plane shear horizontal waves by a surface semicircular canyon on top of an underground circular unlined tunnel (cavity) in a homogeneous elastic half-space has been analyzed. Using an ...
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