Aeroelastic galloping of tall structures.

G. V. Parkinson; P. P. Sullivan

Aeroelastic galloping of tall structures.

Dynamical and Physical Meteorology

Research output: Contribution to journal › Article › peer-review

Abstract

The quasi-steady theory of galloping oscillations is applied to the prediction of galloping behaviour of tall towers of square section, in a turbulent boundary layer flow simulating the natural wind. Two theoretical models are used, one employing measured forces averaged over the tower height, and the other employing local sectional forces. Predictions from the model using local forces are said to be in good agreement with measured galloping characteristics. (A)

Original language	English
Pages (from-to)	636-642
Number of pages	7
Journal	IN: PROC. INST. RES. SEMINAR ON SAFETY OF STRUCTURES UNDER DYNAMIC LOA DING. HOLAND, I., KAVLIE, D., MOE, G. AND SIGBJORNSSON
Volume	2 , Norway, Tapir Publishers, 1978
State	Published - 1978

Cite this

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title = "Aeroelastic galloping of tall structures.",

abstract = "The quasi-steady theory of galloping oscillations is applied to the prediction of galloping behaviour of tall towers of square section, in a turbulent boundary layer flow simulating the natural wind. Two theoretical models are used, one employing measured forces averaged over the tower height, and the other employing local sectional forces. Predictions from the model using local forces are said to be in good agreement with measured galloping characteristics. (A)",

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year = "1978",

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journal = "IN: PROC. INST. RES. SEMINAR ON SAFETY OF STRUCTURES UNDER DYNAMIC LOA DING. HOLAND, I., KAVLIE, D., MOE, G. AND SIGBJORNSSON",

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TY - JOUR

T1 - Aeroelastic galloping of tall structures.

AU - Parkinson, G. V.

AU - Sullivan, P. P.

PY - 1978

Y1 - 1978

N2 - The quasi-steady theory of galloping oscillations is applied to the prediction of galloping behaviour of tall towers of square section, in a turbulent boundary layer flow simulating the natural wind. Two theoretical models are used, one employing measured forces averaged over the tower height, and the other employing local sectional forces. Predictions from the model using local forces are said to be in good agreement with measured galloping characteristics. (A)

AB - The quasi-steady theory of galloping oscillations is applied to the prediction of galloping behaviour of tall towers of square section, in a turbulent boundary layer flow simulating the natural wind. Two theoretical models are used, one employing measured forces averaged over the tower height, and the other employing local sectional forces. Predictions from the model using local forces are said to be in good agreement with measured galloping characteristics. (A)

UR - https://www.scopus.com/pages/publications/0017898679

M3 - Article

AN - SCOPUS:0017898679

VL - 2 , Norway, Tapir Publishers, 1978

SP - 636

EP - 642

JO - IN: PROC. INST. RES. SEMINAR ON SAFETY OF STRUCTURES UNDER DYNAMIC LOA DING. HOLAND, I., KAVLIE, D., MOE, G. AND SIGBJORNSSON

JF - IN: PROC. INST. RES. SEMINAR ON SAFETY OF STRUCTURES UNDER DYNAMIC LOA DING. HOLAND, I., KAVLIE, D., MOE, G. AND SIGBJORNSSON

ER -

Aeroelastic galloping of tall structures.

Abstract

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