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EVALUATION OF SEISMIC STABILITY OF CLAYTOR DAM USING LINEAR AND NONLINEAR TIME HISTORY ANALYSES Yusof Ghanaat1 and Bernhard J. Rasmussen2 ABSTRACT This paper presents analyses and evaluation methodology used to assess se
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Document Date: 2005-06-13 01:15:02

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City

Columbus / Radford / Orinda / /

Company

Appalachian Power Company / Quest Structures Inc. / Kleinschmidt Associates / Gap / Schnabel Engineering Associates / American Electric Power / /

Event

Person Communication and Meetings / Natural Disaster / /

Facility

Concrete Dam / Due to Temple / bridge EVALUATION USING LINEAR TIME-HISTORYANALYSIS The / Dam Seepage Evaluation / Claytor Dam / pier Evaluation Loads / For Temple / Concrete Towers / Riverside Plaza / Claytor Hydroelectric Dam / /

IndustryTerm

steel frame support / steel components / steel support frame / concrete tower reinforcing steel / owned subsidiary / structural steel / friction law / steel yielding / sufficient energy / steel frame / steel frame structure / Steel properties / /

NaturalFeature

New River / Lake Hughes / /

Organization

US Army Corps / Federal Energy regulatory commission / Axial Force / /

Person

Stress (psi) Major / Hope Records / Hope Record / /

Position

Civil Engineer / President / Major / Engineer / /

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Ohio / Virginia / California / Pulaski County / /

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