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JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING
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Takanori HARADA, Kazuhiko SAKANASHI, Wilson GORGES�@
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A method for evaluation of fundamental period and damping ratio of continuous bridge girder�]pier�] foundation system.
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The prediction of the fundamental period and damping ratio of bridge pier-foundation system is of importance in seismic design of bridges. An analytical approach, based on linear simple superstructure of mass and height supported by a rigid embedded foundation with mass and mass moment of inertia ha
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dynamic soil structure interaction, seismic design of bridge
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