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Volumn 25, Issue 8, 2003, Pages 1097-1106

Analysis and design of the prototype of a steel 1-MW wind turbine tower

Author keywords

Fatigue analysis; Seismic analysis; Static analysis; Steel tower; Wind turbine tower

Indexed keywords

FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL STRUCTURES; STRUCTURAL DESIGN;

EID: 0037531192     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(03)00059-2     Document Type: Article
Times cited : (234)

References (9)
  • 1
    • 84949791603 scopus 로고    scopus 로고
    • Structural design of a 40 m high steel tubular tower for wind turbine 600 kW
    • Thessaloniki
    • Karamanos AS, Karamanos SA. Structural design of a 40 m high steel tubular tower for wind turbine 600 kW, Proc 3rd Nat Conf on Steel Structures, Thessaloniki 1998, p. 239-243.
    • (1998) Proc 3rd Nat Conf on Steel Structures
    • Karamanos, A.S.1    Karamanos, S.A.2
  • 4
    • 0033749945 scopus 로고    scopus 로고
    • Stability of steel shell structures-General report
    • Schmidt, H. (2000). Stability of steel shell structures-General report. J Construct Steel Res, 55 159-181.
    • (2000) J Construct Steel Res , vol.55 , pp. 159-181
    • Schmidt, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.