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Advisory Desk Note 406 Transient response factors in vibration analysis of staircases

Publication Year

2017

Document Status

Current

Abstract

Clarifies advice given in AD330 Vibration of steel staircases (SCI, 2009) relating to the transient response of a typical staircase and why it is not applicable for design.

Author

Francis, P.

Publisher Information

Steel Construction Institute

With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.

Silwood Park
Ascot
SCI
UK

Website: http://www.steel-sci.org/
Email: reception@steel-sci.com
Tel: +44 (0)1344 636525