Dynamic gust response factors for guyed towers: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Dynamic gust response factors for guyed towers

Davenport, A.G. / Sparling, B.F.

Abstract The dynamic component of guyed tower response is generally larger than the mean component and has significantly different characteristics. Predictions of peak response based on the static behaviour under steady winds can give misleading and often unconservative results. A simplified method for estimating dynamic response is presented that uses a series of static load patterns to approximate the effects of gusting winds. The response to these patch loads is modified by factors that depend on the physical properties of the tower and the characteristics of the wind. Comparisons are made between the patch load method, the gust factor method, and the more rigorous statistical method.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dynamic gust response factors for guyed towers

Davenport, A.G. / Sparling, B.F.

Abstract The dynamic component of guyed tower response is generally larger than the mean component and has significantly different characteristics. Predictions of peak response based on the static behaviour under steady winds can give misleading and often unconservative results. A simplified method for estimating dynamic response is presented that uses a series of static load patterns to approximate the effects of gusting winds. The response to these patch loads is modified by factors that depend on the physical properties of the tower and the characteristics of the wind. Comparisons are made between the patch load method, the gust factor method, and the more rigorous statistical method.

Dynamic gust response factors for guyed towers

Davenport, A.G. / Sparling, B.F.

Abstract The dynamic component of guyed tower response is generally larger than the mean component and has significantly different characteristics. Predictions of peak response based on the static behaviour under steady winds can give misleading and often unconservative results. A simplified method for estimating dynamic response is presented that uses a series of static load patterns to approximate the effects of gusting winds. The response to these patch loads is modified by factors that depend on the physical properties of the tower and the characteristics of the wind. Comparisons are made between the patch load method, the gust factor method, and the more rigorous statistical method.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Dynamic gust response factors for guyed towers

Beteiligte:

Davenport, A.G. (Autor:in) / Sparling, B.F. (Autor:in)

Erschienen in:

Journal of Wind Engineering and Industrial Aerodynamics ; 43 ; 2237-2248

Erscheinungsdatum:

01.01.1992

Format / Umfang:

12 pages

ISSN:

DOI:

https://doi.org/10.1016/0167-6105(92)90662-T

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Ähnliche Titel

The Evolution of Dynamic Gust Response Factors for Guyed Towers

Davenport, A.G. | Online Contents | 1998

The Evolution of Dynamic Gust Response Factors for Guyed Towers

Davenport, A. G. / Sparling, B. F. | British Library Online Contents | 1998

Articles - The Evolution of Dynamic Gust Response Factors for Guyed Towers

Davenport, A.G. | Online Contents | 1998

Dynamic analysis of guyed towers

Ben Kahla, N. | Elsevier | 1994

Dynamic analysis of guyed towers

Kahla, N.Ben | Online Contents | 1994