Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge
'
Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge' 의 참고문헌
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Wind effects on structures, 3rd Ed
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Toward an improvement in the identification of bridge deck flutter derivatives
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The principle of similitude
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Stochastic System Identification for Operational Modal Analysis: A Review
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On physically similar systems; illustrations of the use of dimensional equations
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New-identification methods applied to the response of flexible bridges to wind
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Determination of the aerodynamic derivatives by a system identification method
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Design guidelines for steel cable-supported bridges
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박사
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Damping estimation using free decays and ambient vibration tests
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An eigensystem realization algorithm for modal parameter identification and model reduction
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A three-point combined compact difference scheme
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A new technique for identification of eighteen flutter derivatives using a threedegree-of-freedom section model
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Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge'
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