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This paper presents a substructuring method for seismic analysis of bridge piers on vertical piles in soft soil, addressing both kinematic and inertial soil-structure interactions. The method allows for the examination of various support conditions and highlights the importance of considering radiation damping and rotational motion effects. Results from analyses illustrate the significant role of soil-structure interaction in the seismic response of typical bridge piers, emphasizing potential errors from co

Author

Binod Chand

Language

EN