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Volumn 58, Issue 4, 2011, Pages 281-289

Wave run-up on slender piles in design conditions - Model tests and design rules for offshore wind

Author keywords

Design guidelines; Entrance platforms; Model tests; Offshore wind turbine; Wave run up

Indexed keywords

DESIGN GUIDELINES; ENTRANCE PLATFORMS; MODEL TESTS; OFFSHORE WIND TURBINES; WAVE RUN-UP;

EID: 79851510400     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2010.10.002     Document Type: Article
Times cited : (45)

References (15)
  • 1
    • 79851507754 scopus 로고    scopus 로고
    • Aalborg University, WaveLab Homepage
    • Aalborg University (2010). WaveLab Homepage, http://hydrosoft.civil.aau.dk/wavelab/.
    • (2010)
  • 2
    • 0033916333 scopus 로고    scopus 로고
    • Wave height distributions on shallow foreshores
    • Battjes J.A., Groenendijk H.W. Wave height distributions on shallow foreshores. Coastal Engineering 2000, 40(3):161-182.
    • (2000) Coastal Engineering , vol.40 , Issue.3 , pp. 161-182
    • Battjes, J.A.1    Groenendijk, H.W.2
  • 4
    • 33751319188 scopus 로고    scopus 로고
    • Wave run-up on cylindrical and cone shaped foundations for offshore wind turbines
    • De Vos L., Frigaard P., De Rouck J. Wave run-up on cylindrical and cone shaped foundations for offshore wind turbines. Coastal Engineering 2007, 54(1):17-29.
    • (2007) Coastal Engineering , vol.54 , Issue.1 , pp. 17-29
    • De Vos, L.1    Frigaard, P.2    De Rouck, J.3
  • 5
    • 79851510158 scopus 로고    scopus 로고
    • Run-up Assessment, Design Basis DB1
    • Gravesen H. Run-up Assessment, Design Basis DB1. DONG Energy 2006.
    • (2006) DONG Energy
    • Gravesen, H.1
  • 10
    • 79851507550 scopus 로고
    • Mouvements ondulatoires des mers en profundeur constante on decroisante. Annales des Ponts et Chaussees, 131-164, 270-292, 369-406.
    • Miche R. (1944). Mouvements ondulatoires des mers en profundeur constante on decroisante. Annales des Ponts et Chaussees, pp. 25-78, 131-164, 270-292, 369-406.
    • (1944) , pp. 25-78
    • Miche, R.1
  • 11
    • 77950864524 scopus 로고    scopus 로고
    • Wave run-up on slender circular cylindrical foundations for offshore wind turbines in nonlinear random waves
    • Myrhaug D., Holmedal L.E. Wave run-up on slender circular cylindrical foundations for offshore wind turbines in nonlinear random waves. Coastal Engineering 2010, 57(6):567-574.
    • (2010) Coastal Engineering , vol.57 , Issue.6 , pp. 567-574
    • Myrhaug, D.1    Holmedal, L.E.2
  • 12
    • 0003064678 scopus 로고
    • Essai sur les digues maritimes verticales
    • Sainflou G. Essai sur les digues maritimes verticales. Annual Ponts et Chaussees 1928, 98(1):5-48.
    • (1928) Annual Ponts et Chaussees , vol.98 , Issue.1 , pp. 5-48
    • Sainflou, G.1
  • 14
    • 0027009732 scopus 로고
    • A local Fourier approximation method for irregular wave kinematics
    • Sobey R.J. A local Fourier approximation method for irregular wave kinematics. Applied Ocean Research 1992, 14(2):93-105.
    • (1992) Applied Ocean Research , vol.14 , Issue.2 , pp. 93-105
    • Sobey, R.J.1
  • 15
    • 17644378654 scopus 로고    scopus 로고
    • Breaking wave impact force on a vertical and inclined slender pile-theoretical and large-scale model investigations
    • Wienke J., Oumeracib H. Breaking wave impact force on a vertical and inclined slender pile-theoretical and large-scale model investigations. Coastal Engineering 2005, 52(5):435-462.
    • (2005) Coastal Engineering , vol.52 , Issue.5 , pp. 435-462
    • Wienke, J.1    Oumeracib, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.