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Westcott, Gregory; Grilli, Annette R.; Grilli, Stephan; Kirby, James T.; Shi, Fengyan; (3) · Smith, Jane McKee; Jensen, Robert E.; Kennedy, Andrew B.; Dietrich, J. Casey; Westerink, Joannes J.; (2) · Melby, Jeffrey A.; Diop, Fatima; Nadal-Caraballo, Norberto; Taflanidis, Alex; Gonzalez, Victor; (2) · Chen, Ziyue; Chen, Danlu; Kwan, Mei-Po; Chen, Bin; Gao, Bingbo; Zhuang, Yan; Li, Ruiyuan; Xu, Bing; (2) · Dissanayake, Pushpa; Karunarathna, Harshinie; (2) · Dissanayake, Pushpa; Winter, Christian; (2) · Nagel, Tim; Chauchat, Julien; Bonamy, Cyrille; Mathieu, Antoine; Liu, Xiaofeng; Cheng, Zhen; Hsu, Tian-Jian; (2) · Tasnim, Khandker Masuma; Koichiro, Ohira; Shibayama, Tomoya; Esteban, Miguel; Nakamura, Ryota; (2) · Bender, Christopher; Miller, William; Naimaster, Ashley; Mahoney, Tucker; (2) · Bender, Christopher J.; Smith, Jane M.; Kennedy, Andrew; (2) · Jiang, Boyang; Kaihatu, James; (2) · Smith, Jane McKee; Kennedy, Andrew B.; Westerink, Joannes J.; Taflanidis, Alexandros A.; Cheung, Kwok Fai; (2) · Marino-Tapia, Ismael; Silva, Rodolfo; Enriquez, Cecilia; Mendoza-Baldwin, Edgar; Escalante-Mancera, Edgar; Ruiz-Rentería, Francisco; (2) · Alonso, Rodrigo; Santoro, Pablo; Solari, Sebastián; (2)

 

conferencePaper (1) · journalArticle (347)

INDIVIDUAL WAVE EFFECTS ON COASTAL STRUCTURE DAMAGE DURING WINDSTORMS (3) · Dangerous human-made interference with climate: a GISS modelE study (2) · NEW WAVE HINDCAST FOR THE RIO DE LA PLATA ESTUARY (2) · TWO-PHASE FLOW SIMULATIONS OF SCOUR AROUND VERTICAL AND HORIZONTAL CYLINDERS (2) · MODELLING THE EFFECT OF COASTLINE ORIENTATION ON STORM EROSION AT THE SYLT ISLAND, NORTH SEA (2) · NUMERICAL SIMULATION OF CYCLONIC STORM SURGES OVER THE BAY OF BENGAL USING A METEOROLOGY-WAVE-SURGE-TIDE COUPLED MODEL (2) · MULTI-DIMENSIONAL ERROR ANALYSIS OF NEARSHORE WAVE MODELING TOOLS, WITH APPLICATION TOWARD DATA-DRIVEN BOUNDARY CORRECTION (2) · WAVE MODELING WITH SWAN+ADCIRC FOR THE SOUTH CAROLINA COASTAL STORM SURGE STUDY (2) · MODELLING DUNE EROSION OF THE SEFTON COAST, LIVERPOOL BAY, UK (2) · WAVE TRANSFORMATION AND WAVE-DRIVEN CIRCULATION ON NATURAL REEFS UNDER EXTREME HURRICANE CONDITIONS (2) · WAVES IN WETLANDS: HURRICANE GUSTAV (2) · HURRICANE WATER LEVEL PREDICTION USING SURROGATE MODELING (2) · HURRICANE IKE (2008) NEARSHORE WAVES: SIMULATIONS AND MEASUREMENTS (2) · HAWAII HURRICANE WAVE AND SURGE MODELING AND FAST FORECASTING (2) · The control of anthropogenic emissions contributed to 80 % of the decrease in PM<sub>2.5</sub> concentrations in Beijing from 2013 to 2017 (2)

 

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https://journals.tdl.org/icce/index.php/icce/article/view/8810 (3) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/7001 (2) · https://acp.copernicus.org/articles/19/13519/2019/ (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/1156 (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/1110 (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/1027 (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/1298 (2) · https://journals.tdl.org/icce/index.php/icce/article/view/7620 (2) · https://acp.copernicus.org/articles/7/2287/2007/ (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/8316 (2) · https://journals.tdl.org/icce/index.php/icce/article/view/7082 (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/6610 (2) · https://journals.tdl.org/icce/index.php/icce/article/view/8773 (2) · https://journals.tdl.org/icce/index.php/icce/article/view/10344 (2) · https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/8600 (2)

 

10.9753/icce.v36.structures.14 (3) · 10.9753/icce.v34.posters.4 (2) · 10.9753/icce.v34.currents.26 (2) · 10.5194/acp-19-13519-2019 (2) · 10.9753/icce.v36.papers.7 (2) · 10.9753/icce.v36.currents.57 (2) · 10.9753/icce.v32.waves.67 (2) · 10.9753/icce.v36.sediment.22 (2) · 10.9753/icce.v33.management.8 (2) · 10.9753/icce.v32.waves.29 (2) · 10.9753/icce.v32.waves.28 (2) · 10.9753/icce.v33.waves.48 (2) · 10.9753/icce.v32.waves.31 (2) · 10.5194/acp-7-2287-2007 (2) · 10.9753/icce.v36v.papers.50 (2)

 

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