Human Induced Vibrations of Steel Structures
Author: Research Fund for Coal & Steel | Size: 11.1 MB | Format: PDF
Guidelines and background documentation for the design for human induced vibrations on pedestrian bridges and floors.
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(12-27-2010, 05:57 AM)kmmh76 Wrote: [ -> ]Anyone know the difference between this one and BS5400: Part 2: Appendix C.
Hi kmmh76,
One main difference is by the fact that
the BS5400: Part 2: Appendix C ignore the horizontal vibrations as that producing the well known London Millennium Footbridge events, see:
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Regards,
I think that's why BS5800-2:2006 Annex B added the horizontal vibration limit to 1.5Hz.
Maybe, but things are much more complicated than a simple limitation of a frequence.
It's more profitable to refer to the last documents dealing with this subject, as those previously recommended.
Refer to post below for another related book:
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