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Digest 436 Part 3 Determining wind actions using Eurocode 1: worked examples – calculation of forces on a tower using the full dynamic method

Publication Year

2015

Document Status

Archived

Abstract

Gives the calculation procedure for determining wind loads using the full dynamic method from Annex B of BS EN 1991-1-4. It includes an example calculation for determining the dynamic response of a 128 m tall building. The main changes from the existing guidance on the superseded BS 6399-2 is that the Eurocode covers buildings and civil engineering works and has a more comprehensive approach to dynamic response, including vortex shredding and other aerodynamic instabilities.

Document History

Whilst this publication can still be purchased some of the information in it has been superseded by more recent research and standards. The BRE Group does not accept any responsibility whatsoever for any loss or damage, including - without limitation - indirect or consequential loss or damage arising from use, or loss of use, of data or profits arising out of, or in connection with, the use of this document. Replaces the 1999 guidance - Wind loading on buildings. BS 6399-2:1997 worked examples - loads on a portal frame building and on an office tower on a podium.

Author

Blackmore, P.

ISBN

9781848064232

Publisher Information

BRE

BRE is a building science centre that generates new knowledge through research. This is used to create products, tools and standards that drive positive change across the built environment. BRE helps its government and private sector clients meet the significant environmental, social and economic challenges they face in delivering homes, buildings and communities. BRE is owned by the BRE Trust, a registered charity. The Trust uses the profits made by the BRE companies to fund research and education that advances knowledge of the built environment.

IHS BRE Press
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BRE
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