Matches in SemOpenAlex for { <https://semopenalex.org/work/W2244006206> ?p ?o ?g. }
Showing items 1 to 84 of
84
with 100 items per page.
- W2244006206 abstract "The stability of a conventional low-crested breakwater above still-water level can be related to the stability of a non-overtopped structure, based on the usual stability Hudson’s or Van der Meer’s formulae. The required rock diameter for an overtopping breakwater can then be determined, for instance, by application of a reduction factor for the mass of the armour. Other formulations to the design of such overtopped structures can also be used. Studies with low-crested structures have shown that different sections of the structure (the front slope, the crest and the back slope) have different stability responses for similar sea state conditions, depending on the relative crest height. The behaviour of the total slope protection reflects the stability behaviour of each section component. If one wants to optimize the armour weight for similar security conditions in each part of the breakwater, then the stability curves in each section should be determined. The slope angle has significant influence on non-overtopped structures, but in the case of submerged structures the wave attack is concentrated on the crest and less on the seaward slope. The stability of submerged breakwaters appeared only to be a function of the relative crest height, the damage level and the spectral stability number, according to performed tests. In this paper a general review and comparison of the available formulae for submerged breakwater stability design is done. Design charts are presented as well as evidence of some physical modelling results. This information will be of some aid to designers, who are considering the use of these kinds of structures." @default.
- W2244006206 created "2016-06-24" @default.
- W2244006206 creator A5063513736 @default.
- W2244006206 date "2005-03-16" @default.
- W2244006206 modified "2023-09-27" @default.
- W2244006206 title "Analysis Of Submerged BreakwatersStability Design" @default.
- W2244006206 cites W1602912217 @default.
- W2244006206 cites W1606763825 @default.
- W2244006206 cites W199990581 @default.
- W2244006206 cites W2038224059 @default.
- W2244006206 cites W2055921875 @default.
- W2244006206 cites W2068009728 @default.
- W2244006206 cites W2250106858 @default.
- W2244006206 cites W2328684012 @default.
- W2244006206 cites W2336168848 @default.
- W2244006206 cites W591283492 @default.
- W2244006206 doi "https://doi.org/10.2495/ce050191" @default.
- W2244006206 hasPublicationYear "2005" @default.
- W2244006206 type Work @default.
- W2244006206 sameAs 2244006206 @default.
- W2244006206 citedByCount "1" @default.
- W2244006206 countsByYear W22440062062012 @default.
- W2244006206 crossrefType "journal-article" @default.
- W2244006206 hasAuthorship W2244006206A5063513736 @default.
- W2244006206 hasConcept C110069353 @default.
- W2244006206 hasConcept C112972136 @default.
- W2244006206 hasConcept C119857082 @default.
- W2244006206 hasConcept C121332964 @default.
- W2244006206 hasConcept C127313418 @default.
- W2244006206 hasConcept C127413603 @default.
- W2244006206 hasConcept C159985019 @default.
- W2244006206 hasConcept C187320778 @default.
- W2244006206 hasConcept C192562407 @default.
- W2244006206 hasConcept C25282124 @default.
- W2244006206 hasConcept C2779227376 @default.
- W2244006206 hasConcept C41008148 @default.
- W2244006206 hasConcept C48880136 @default.
- W2244006206 hasConcept C62520636 @default.
- W2244006206 hasConcept C66938386 @default.
- W2244006206 hasConcept C73492039 @default.
- W2244006206 hasConceptScore W2244006206C110069353 @default.
- W2244006206 hasConceptScore W2244006206C112972136 @default.
- W2244006206 hasConceptScore W2244006206C119857082 @default.
- W2244006206 hasConceptScore W2244006206C121332964 @default.
- W2244006206 hasConceptScore W2244006206C127313418 @default.
- W2244006206 hasConceptScore W2244006206C127413603 @default.
- W2244006206 hasConceptScore W2244006206C159985019 @default.
- W2244006206 hasConceptScore W2244006206C187320778 @default.
- W2244006206 hasConceptScore W2244006206C192562407 @default.
- W2244006206 hasConceptScore W2244006206C25282124 @default.
- W2244006206 hasConceptScore W2244006206C2779227376 @default.
- W2244006206 hasConceptScore W2244006206C41008148 @default.
- W2244006206 hasConceptScore W2244006206C48880136 @default.
- W2244006206 hasConceptScore W2244006206C62520636 @default.
- W2244006206 hasConceptScore W2244006206C66938386 @default.
- W2244006206 hasConceptScore W2244006206C73492039 @default.
- W2244006206 hasLocation W22440062061 @default.
- W2244006206 hasOpenAccess W2244006206 @default.
- W2244006206 hasPrimaryLocation W22440062061 @default.
- W2244006206 hasRelatedWork W1973130513 @default.
- W2244006206 hasRelatedWork W2072278569 @default.
- W2244006206 hasRelatedWork W2090654293 @default.
- W2244006206 hasRelatedWork W2282558574 @default.
- W2244006206 hasRelatedWork W2327424575 @default.
- W2244006206 hasRelatedWork W2547464292 @default.
- W2244006206 hasRelatedWork W2725606085 @default.
- W2244006206 hasRelatedWork W2744067720 @default.
- W2244006206 hasRelatedWork W2788343009 @default.
- W2244006206 hasRelatedWork W2802376353 @default.
- W2244006206 hasRelatedWork W2805101327 @default.
- W2244006206 hasRelatedWork W2914304512 @default.
- W2244006206 hasRelatedWork W2914317913 @default.
- W2244006206 hasRelatedWork W2983773553 @default.
- W2244006206 hasRelatedWork W3109813312 @default.
- W2244006206 hasRelatedWork W46007362 @default.
- W2244006206 hasRelatedWork W51199361 @default.
- W2244006206 hasRelatedWork W98582112 @default.
- W2244006206 hasRelatedWork W2066803344 @default.
- W2244006206 hasRelatedWork W2181375150 @default.
- W2244006206 hasVolume "78" @default.
- W2244006206 isParatext "false" @default.
- W2244006206 isRetracted "false" @default.
- W2244006206 magId "2244006206" @default.
- W2244006206 workType "article" @default.