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Significance of Soil-Structure Interaction and Near-Source Earthquakes in Causing Pounding of Bridge Girders
The study addresses the influence of near-source earthquakes and soil-structure interaction on the pounding response of two adjacent bridge frames. In the study the bridge frames and the foundations are described by a finite element method, and the subsoil by a boundary element method. The result reveals that the subsoil together with the long-period pulses in the ground motions can significantly increase the pounding potential of the structure.
Significance of Soil-Structure Interaction and Near-Source Earthquakes in Causing Pounding of Bridge Girders
The study addresses the influence of near-source earthquakes and soil-structure interaction on the pounding response of two adjacent bridge frames. In the study the bridge frames and the foundations are described by a finite element method, and the subsoil by a boundary element method. The result reveals that the subsoil together with the long-period pulses in the ground motions can significantly increase the pounding potential of the structure.
Significance of Soil-Structure Interaction and Near-Source Earthquakes in Causing Pounding of Bridge Girders
Chouw, Nawawi (author)
Structures Congress 2004 ; 2004 ; Nashville, Tennessee, United States
Structures 2004 ; 1-8
2004-05-21
Conference paper
Electronic Resource
English
Analysis of pounding responses of soil-structures system to near-source earthquakes
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