Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Matteo Tirindelli"'
Publikováno v:
Coastal Engineering. 54:657-679
This paper presents results from research on the hydraulic loadings of exposed (unsheltered) jetties (open pile piers with decks and beams). The work presented here focuses on results from physical model tests on wave-induced loads on deck and beam e
The large-scale experiments described herein were carried out at Forschungs-Zentrum Kuste (FZK), Hannover (Germany) by a research team of the Universities of Bologna, Edinburgh, Southampton, Plymouth, HR Wallingford and the Coast and Harbor Engineeri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cc10b3fb8aaed10b81d55f4c2706d832
http://hdl.handle.net/11585/108282
http://hdl.handle.net/11585/108282
Publikováno v:
Coastal Structures 2007.
Publikováno v:
Coastal Structures 2007.
Publikováno v:
Coastal Engineering 2006.
Publikováno v:
Coastal Engineering 2006.
Publikováno v:
Ports 2007.
Two case studies are presented on perforated (porous) breakwaters that have been analyzed, designed, and constructed at Port facilities in the United States and Korea. Motivation for the design and installation of these structures was driven by chall
Publikováno v:
Ports 2007.
The Island of Cozumel is rapidly becoming one of Mexico's most popular tourist destinations. Growth of Cozumel tourism is due in large part to the recent expansion of its cruise industry, with the number of sailings, size of vessels, and terminal inf
Autor:
Matteo Tirindelli, Scott Fenical
Publikováno v:
Ports 2007.
This paper describes the development, verification and application of the next-generation Vessel Hydrodynamics Propwash Unsteady (VH-PU) numerical model. The VH-PU model was developed by Coast & Harbor Engineering, Inc. (CHE) and the Ukraine Center f
Publikováno v:
Coastal Structures 2003.
Within a research project on “Exposed Jetties”, a series of physical model studies has measured wave-induced loading on a model of an open-piled jetty structure. These measurements gave a series of force and pressure data on selected structural e