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Simplified modelling of bridge abutments-soil interaction under seismic effects
A simplified model is proposed to show the importance that the dynamic soil-abutment interaction can have in the global behavior of bridges submitted to seismic loading. The modification of natural frequency and damping properties is shown in graphic form for typical short span bridges of the integral deck-abutment type for longitudinal vibrations or general ones for transverse vibrations.
Simplified modelling of bridge abutments-soil interaction under seismic effects
A simplified model is proposed to show the importance that the dynamic soil-abutment interaction can have in the global behavior of bridges submitted to seismic loading. The modification of natural frequency and damping properties is shown in graphic form for typical short span bridges of the integral deck-abutment type for longitudinal vibrations or general ones for transverse vibrations.
Simplified modelling of bridge abutments-soil interaction under seismic effects
Martínez Cutillas, Antonio (author) / Alarcón Álvarez, Enrique (author)
1995-01-01
Proceedings 10th European Conference on Earthquake Engineering | 10th. European Conference on Earthquake Engineering | 28/08/1994-2/09/1994 | Viena, Austria
Conference paper
Electronic Resource
English
Simplified modelling of bridge abutments-soil interaction under seismic effects
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