@article{Krautwald_Stolle_Hitzegrad_Niebuhr_Goseberg_Nistor_Sieder_2020, title={LARGE-SCALE PHYSICAL MODELLING OF A BROKEN SOLITARY WAVE IMPACT ON RIGID AND NON-RIGID BOX-LIKE STRUCTURES }, url={https://icce-ojs-tamu.tdl.org/icce/article/view/10164}, DOI={10.9753/icce.v36v.structures.19}, abstractNote={<html>Designing tsunami-safe buildings relies on engineering codes to estimate induced loads. The only such design code, written in mandatory language is "Chapter 6 - Tsunami Loads and Effects" published recently in the ASCE 7-16 (2017). In this study, for the first time, a bore originating from a solitary wave was used to investigate the damage to an idealized structure at relatively large scale (1:5). Therefore, model tests with rigid and non-rigid structures were combined to provide a unique data set of pressure distributions and structural response. This data set could be used to model structural behavior more realistically within the Froude-Cauchy similitude.<br><br><b>Recorded Presentation from the vICCE (YouTube Link): <a href="https://youtu.be/vVnEu9YIuQw">https://youtu.be/vVnEu9YIuQw</a></b></html>}, number={36v}, journal={Coastal Engineering Proceedings}, author={Krautwald, Clemens and Stolle, Jacob and Hitzegrad, Jan and Niebuhr, Peter and Goseberg, Nils and Nistor, Ioan and Sieder, Mike}, year={2020}, month={Dec.}, pages={structures.19} }