Matches in SemOpenAlex for { <https://semopenalex.org/work/W4367856293> ?p ?o ?g. }
Showing items 1 to 86 of
86
with 100 items per page.
- W4367856293 endingPage "32" @default.
- W4367856293 startingPage "23" @default.
- W4367856293 abstract "Probabilistic and deterministic analyses are implemented for the armor units of rubble foundation mound of composite breakwaters which is needed to protect the upright section against the scour of foundation mounds. By a little modification and incorporation of the previous empirical formulas that has commonly been applied to design the armor units of foundation mound, a new type formula of stability number has been suggested which is capable of taking into account slopes of foundation mounds, damage ratios of armor units, and incident wave numbers. The new proposed formula becomes mathematically identical with the previous empirical formula under the same conditions used in the developing process. Deterministic design have first been carried out to evaluate the minimum weights of armor units for several conditions associated with a typical section of composite breakwater. When the slopes of foundation mound become steepening and the incident wave numbers are increasing, the bigger armor units more than those from the previous empirical formula should be required. The opposite trends however are shown if the damage ratios is much more allowed. Meanwhile, the reliability analysis, which is one of probabilistic models, has been performed in order to quantitatively verify how the armor unit resulted from the deterministic design is stable. It has been confirmed that 1.2% of annual encounter probability of failure has been evaluated under the condition of 1% damage ratio of armor units for the design wave of 50 years return period. By additionally calculating the influence factors of the related random variables on the failure probability due to those uncertainties, it has been found that Hudson’s stability coefficient, significant wave height, and water depth above foundation mound have sequentially been given the impacts on failure regardless of the incident wave angles. Finally, sensitivity analysis has been interpreted with respect to the variations of random variables which are implicitly involved in the formula of stability number for armor units of foundation mound. Then, the probability of failure have been rapidly decreased as the water depth above foundation mound are deepening. However, it has been shown that the probability of failure have been increased according as the berm width of foundation mound are widening and wave periods become shortening." @default.
- W4367856293 created "2023-05-04" @default.
- W4367856293 creator A5028671402 @default.
- W4367856293 date "2023-04-30" @default.
- W4367856293 modified "2023-10-18" @default.
- W4367856293 title "Reliability Analysis on Stability of Armor Units for Foundation Mound of Composite Breakwaters" @default.
- W4367856293 cites W2045929485 @default.
- W4367856293 cites W2173446633 @default.
- W4367856293 cites W4246059029 @default.
- W4367856293 cites W4251358334 @default.
- W4367856293 cites W4254656289 @default.
- W4367856293 doi "https://doi.org/10.9765/kscoe.2023.35.2.23" @default.
- W4367856293 hasPublicationYear "2023" @default.
- W4367856293 type Work @default.
- W4367856293 citedByCount "0" @default.
- W4367856293 crossrefType "journal-article" @default.
- W4367856293 hasAuthorship W4367856293A5028671402 @default.
- W4367856293 hasBestOaLocation W43678562931 @default.
- W4367856293 hasConcept C105795698 @default.
- W4367856293 hasConcept C112972136 @default.
- W4367856293 hasConcept C119857082 @default.
- W4367856293 hasConcept C121332964 @default.
- W4367856293 hasConcept C127413603 @default.
- W4367856293 hasConcept C159985019 @default.
- W4367856293 hasConcept C163258240 @default.
- W4367856293 hasConcept C166957645 @default.
- W4367856293 hasConcept C187320778 @default.
- W4367856293 hasConcept C188198153 @default.
- W4367856293 hasConcept C192562407 @default.
- W4367856293 hasConcept C205649164 @default.
- W4367856293 hasConcept C25282124 @default.
- W4367856293 hasConcept C2777929537 @default.
- W4367856293 hasConcept C2779227376 @default.
- W4367856293 hasConcept C2780966255 @default.
- W4367856293 hasConcept C33923547 @default.
- W4367856293 hasConcept C41008148 @default.
- W4367856293 hasConcept C43214815 @default.
- W4367856293 hasConcept C49937458 @default.
- W4367856293 hasConcept C62520636 @default.
- W4367856293 hasConcept C66938386 @default.
- W4367856293 hasConcept C73492039 @default.
- W4367856293 hasConcept C78519656 @default.
- W4367856293 hasConceptScore W4367856293C105795698 @default.
- W4367856293 hasConceptScore W4367856293C112972136 @default.
- W4367856293 hasConceptScore W4367856293C119857082 @default.
- W4367856293 hasConceptScore W4367856293C121332964 @default.
- W4367856293 hasConceptScore W4367856293C127413603 @default.
- W4367856293 hasConceptScore W4367856293C159985019 @default.
- W4367856293 hasConceptScore W4367856293C163258240 @default.
- W4367856293 hasConceptScore W4367856293C166957645 @default.
- W4367856293 hasConceptScore W4367856293C187320778 @default.
- W4367856293 hasConceptScore W4367856293C188198153 @default.
- W4367856293 hasConceptScore W4367856293C192562407 @default.
- W4367856293 hasConceptScore W4367856293C205649164 @default.
- W4367856293 hasConceptScore W4367856293C25282124 @default.
- W4367856293 hasConceptScore W4367856293C2777929537 @default.
- W4367856293 hasConceptScore W4367856293C2779227376 @default.
- W4367856293 hasConceptScore W4367856293C2780966255 @default.
- W4367856293 hasConceptScore W4367856293C33923547 @default.
- W4367856293 hasConceptScore W4367856293C41008148 @default.
- W4367856293 hasConceptScore W4367856293C43214815 @default.
- W4367856293 hasConceptScore W4367856293C49937458 @default.
- W4367856293 hasConceptScore W4367856293C62520636 @default.
- W4367856293 hasConceptScore W4367856293C66938386 @default.
- W4367856293 hasConceptScore W4367856293C73492039 @default.
- W4367856293 hasConceptScore W4367856293C78519656 @default.
- W4367856293 hasIssue "2" @default.
- W4367856293 hasLocation W43678562931 @default.
- W4367856293 hasOpenAccess W4367856293 @default.
- W4367856293 hasPrimaryLocation W43678562931 @default.
- W4367856293 hasRelatedWork W1990925484 @default.
- W4367856293 hasRelatedWork W2010861542 @default.
- W4367856293 hasRelatedWork W2045929485 @default.
- W4367856293 hasRelatedWork W2046468642 @default.
- W4367856293 hasRelatedWork W259347999 @default.
- W4367856293 hasRelatedWork W2971602496 @default.
- W4367856293 hasRelatedWork W4255946561 @default.
- W4367856293 hasRelatedWork W657378996 @default.
- W4367856293 hasRelatedWork W213659580 @default.
- W4367856293 hasRelatedWork W2624767987 @default.
- W4367856293 hasVolume "35" @default.
- W4367856293 isParatext "false" @default.
- W4367856293 isRetracted "false" @default.
- W4367856293 workType "article" @default.