%0 Journal Article %1 Palemon-Arcos20201302 %A Palemon-Arcos, L. %A Torres-Freyermuth, A. %A Gutierrez-Can, Y. %A Gomez-Arredondo, C.M. %A Bojorquez-Mora, E. %A Pintado-Patino, J.C. %A Hernandez-Hernandez, M.-A. %D 2020 %I Coastal Education Research Foundation Inc. %J Journal of Coastal Research %K 2020 Overtopping RANS TsunamiLoads WaveStructureInteraction from:erick007 %N 6 %P 1302-1312 %R 10.2112/JCOASTRES-D-19-00151.1 %T Numerical Assessment of Tsunami-Structure Interaction (Guerrero, Mexico) %U https://www.scopus.com/inward/record.uri?eid=2-s2.0-85095986790&doi=10.2112%2fJCOASTRES-D-19-00151.1&partnerID=40&md5=7ecc67736d0902a82d5d48b685aa856e %V 36 %X A numerical modelling framework for the study of tsunami-structure interaction is presented. In this work, a Reynolds-Averaged Navier-Stokes (RANS) equation nonlinear wave transformation numerical model is coupled to a structural model to investigate wave-structure stability and functionality. Different tsunami breaking types interacting with an existing sheet-pile quay wall located at the coast of Guerrero (Mexico) were considered for two structure conditions (newly built and deteriorated). The depth- and temporal-dependent pressure field on the protective wall was employed to determine the structural response. Furthermore, the numerical framework allowed the overtopping volumes to be quantified. Numerical results show that structural failure under tsunami waves is sensitive to both the breaking type and the degree of deterioration of concrete and steel. Numerical results also suggest that the quasi-dynamic approach written in the guideline codes for tsunami design is not suitable. Hence, a nonhydrostatic approach is required for proper design of coastal protection structures exposed to tsunami loads. ©

@article{Palemon-Arcos20201302, abbrev_source_title = {J. Coast. Res.}, abstract = {A numerical modelling framework for the study of tsunami-structure interaction is presented. In this work, a Reynolds-Averaged Navier-Stokes (RANS) equation nonlinear wave transformation numerical model is coupled to a structural model to investigate wave-structure stability and functionality. Different tsunami breaking types interacting with an existing sheet-pile quay wall located at the coast of Guerrero (Mexico) were considered for two structure conditions (newly built and deteriorated). The depth- and temporal-dependent pressure field on the protective wall was employed to determine the structural response. Furthermore, the numerical framework allowed the overtopping volumes to be quantified. Numerical results show that structural failure under tsunami waves is sensitive to both the breaking type and the degree of deterioration of concrete and steel. Numerical results also suggest that the quasi-dynamic approach written in the guideline codes for tsunami design is not suitable. Hence, a nonhydrostatic approach is required for proper design of coastal protection structures exposed to tsunami loads. ©}, added-at = {2021-05-28T01:38:33.000+0200}, affiliation = {Departamento de Ingenieria Civil, Universidad Autonoma Del Carmen, Cd. del Carmen, Campeche, 24180, Mexico; Laboratorio de Ingenieria y Procesos Costeros, Instituto de Ingenieria, Universidad Nacional Autonoma de Mexico, Sisal, Yucatan, 97835, Mexico; Division Academica de Ciencias Basicas Unidad Chontalpa, Universidad Juarez Autonoma de Tabasco, Cunduacan, Tabasco, 86690, Mexico; Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Culiacan, Sinaloa, 80040, Mexico; Escuela Nacional de Estudios Superiores, Unidad Merida, Universidad Nacional Autonoma de Mexico, Yucatan, 97357, Mexico}, author = {Palemon-Arcos, L. and Torres-Freyermuth, A. and Gutierrez-Can, Y. and Gomez-Arredondo, C.M. and Bojorquez-Mora, E. and Pintado-Patino, J.C. and Hernandez-Hernandez, M.-A.}, author_keywords = {Overtopping; RANS; tsunami loads; wave-structure interaction}, biburl = {https://www.bibsonomy.org/bibtex/25e76c8072ddb171522db4ec5bad4d194/publ_del_lipc}, coden = {JCRSE}, correspondence_address1 = {Palemon-Arcos, L.; Departamento de Ingenieria Civil, Mexico; email: lpalemon@pampano.unacar.mx}, document_type = {Article}, doi = {10.2112/JCOASTRES-D-19-00151.1}, funding_details = {Universidad Nacional Autónoma de MéxicoUniversidad Nacional Autónoma de México, UNAM}, funding_text 1 = {The first author conducted this study at the Autonomous University of Carmen with the support of the PRODEP and CONACyT-SNI programs. Also, the authors would like to acknowledge computer-assisted technical support from the project Modelacion, Simulacion y Optimizacion de Procesos Mediante Diferentes Algoritmos and from Gonzalo Uriel Martín Ruiz at Universidad Nacional Autónoma de México. The authors are also grateful to the anonymous reviewers for their valuable comments and suggestions that helped to significantly improve this paper.}, interhash = {b3e6ebba95b14874f3c380451a9a906c}, intrahash = {5e76c8072ddb171522db4ec5bad4d194}, issn = {07490208}, journal = {Journal of Coastal Research}, keywords = {2020 Overtopping RANS TsunamiLoads WaveStructureInteraction from:erick007}, language = {English}, number = 6, pages = {1302-1312}, publisher = {Coastal Education Research Foundation Inc.}, source = {Scopus}, timestamp = {2021-06-23T06:12:29.000+0200}, title = {Numerical Assessment of Tsunami-Structure Interaction (Guerrero, Mexico)}, url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85095986790&doi=10.2112%2fJCOASTRES-D-19-00151.1&partnerID=40&md5=7ecc67736d0902a82d5d48b685aa856e}, volume = 36, year = 2020 }