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    Effects of Free Surface Fluctuations on Total Wave Force on Cylinder 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 002
    Author(s): C. C. Tung
    Publisher: American Society of Civil Engineers
    Abstract: Past studies have revealed that free surface fluctuation has a profound influence on the wave force of elements of objects close to the still-water level. This study examines the effects of free surface fluctuation on the ...
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    Force Spectrum of Horizontal Member 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 011
    Author(s): C. C. Tung; Beile Yin
    Publisher: American Society of Civil Engineers
    Abstract: Expressions of mean value, mean‐square value and spectrum are derived for the vertical force on a horizontal member of square cross section partially immersed in water under the action of a normally incident long‐crested ...
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    Tsunami Hazard 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 009
    Author(s): I.‐Chen Lin; C. C. Tung
    Publisher: American Society of Civil Engineers
    Abstract: Tsunami hazard is investigated using the indirect approach with simple seismological and hydrodynamic models. It is assumed that earthquakes of random magnitude may originate anywhere with equal likelihood from a single ...
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    Closure to “<i>Tsunami Hazard</i>” by I.-Chen Lin and C. C. Tung (September 1986, Vol. 112, No. 9) 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author(s): I.-Chen Ling; C. C. Tung
    Publisher: American Society of Civil Engineers
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    Spectrum of Breaking Waves in Deep Water 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003
    Author(s): C. C. Tung; N. E. Huang
    Publisher: American Society of Civil Engineers
    Abstract: The effect of wave breaking on wave spectra is examined. The Stokes wave breaking criterion is extended to random waves of finite bandwidth. The original, ideal waves are assumed to be stationary, zero‐mean, and Gaussian. ...
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    Behavior of Breakaway Walls under Wave Action 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): S. C. Yeh; Spencer M. Rogers; C. C. Tung; B. Kasal
    Publisher: American Society of Civil Engineers
    Abstract: In coastal areas residential houses are often built on piles. The space below the first floor and the ground is sometimes enclosed. The enclosure walls are constructed to break away under severe wave-induced forces so that ...
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