Abstract
A new numerical technique for solution to transient linear long wave induced oscillations is introduced. It is based on the boundary element method, which is well recognized by its numerical efficiency and convenience. Several harbor models are investigated. Advantages of the proposed method as compared to the existing techniques are discussed.
Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.