2012
DOI: 10.12989/was.2012.15.4.301
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Structural monitoring of a wind turbine steel tower - Part II: monitoring results

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Cited by 9 publications
(17 citation statements)
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“…where for air density, ρ is equal to 1.25 kg/m 3 , for wind speed, v is expressed in m/s, and for the wind pressure, p is in N/m 2 . According to Rebelo et al [28,29], the magnitude of the average maximum bending moment at the base of the tower under monitoring is 2.9×10 7 N•m. The self-weight of the tower was calculated by the software, based on the dimensions of the tower and the material density.…”
Section: On the Numerical Modelingmentioning
confidence: 97%
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“…where for air density, ρ is equal to 1.25 kg/m 3 , for wind speed, v is expressed in m/s, and for the wind pressure, p is in N/m 2 . According to Rebelo et al [28,29], the magnitude of the average maximum bending moment at the base of the tower under monitoring is 2.9×10 7 N•m. The self-weight of the tower was calculated by the software, based on the dimensions of the tower and the material density.…”
Section: On the Numerical Modelingmentioning
confidence: 97%
“…The numerical models were developed using the commercial package ABAQUS. The models were first validated with respect to existing data recently obtained by Rebelo et al [28,29] who monitored the structural response of an actual wind turbine tower of 76.15 m height.…”
Section: On the Numerical Modelingmentioning
confidence: 99%
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