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    Three-Degree-of-Freedom Rigid Model for Seismic Analysis of Cracked Concrete Gravity Dams 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 009
    Author(s): O. A. Pekau; Xueye Zhu
    Publisher: American Society of Civil Engineers
    Abstract: A rigid model with three-degrees-of-freedom is proposed for the purpose of seismic analysis of cracked concrete gravity dams. The model considers the geometry of the dam and all its possible modes of motion: sliding, ...
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    Effect of Seismic Uplift Pressure on the Behavior of Concrete Gravity Dams with a Penetrated Crack 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 011
    Author(s): O. A. Pekau; Xueye Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Proper consideration of the uplift pressure at the base of a concrete gravity dam is of great importance in practical engineering, since it is crucial to the safety of the dam, specifically for a cracked dam under seismic ...
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