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Volumn 26, Issue 10, 1999, Pages 1003-1021

Wave interaction with an upright breakwater structure

Author keywords

Breakwater; Coefficients; Design; Loads; Model test; Pressures; Reflection; Run up; Shallow water; Structure; Test data; Waves

Indexed keywords

DYNAMIC LOADS; FLUID STRUCTURE INTERACTION; MATHEMATICAL MODELS; REFLECTION; STRUCTURAL LOADS; WATER LEVELS; WATER WAVE EFFECTS; WAVE TRANSMISSION;

EID: 0345552042     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0029-8018(98)00028-6     Document Type: Article
Times cited : (19)

References (7)
  • 5
    • 0001108061 scopus 로고
    • A perforated vertical wall breakwater
    • Jarlan, G.L.E., 1961. A perforated vertical wall breakwater. The Dock and Harbor Authority, vol. 41, No. 486, pp. 394-398.
    • (1961) The Dock and Harbor Authority , vol.41 , Issue.486 , pp. 394-398
    • Jarlan, G.L.E.1
  • 7
    • 0003958307 scopus 로고
    • U.S. Coastal Engineering Research Center, Corps of Engineers, Vicksburg, MS
    • Shore Protection Manual, 1973. U.S. Coastal Engineering Research Center, Corps of Engineers, Vicksburg, MS.
    • (1973) Shore Protection Manual


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.