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Re: Tension rod bracing

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A question to the group .

Has anybody seen or provided viscous dampers in conjunction with tension rod bracings
in single story / two story buildings ? Do you have any thoughts for or against this concept?
If tightness and lack of a dissipating mechanism is an issue, the dampers could serve
that purpose.

Thanks
Ganesh

On 6/17/06, Rhkratzse(--nospam--at)aol.com <Rhkratzse(--nospam--at)aol.com> wrote:
While I have limited experience in this subject, I will mention that one of the more impressive things I saw after the 1989 Loma Prieta earthquake here in the San Francisco area was a tall water tank with several of its bracing rods hanging loose from one end.  I wonder how well that structure would have performed if the eq., had lasted a little longer.  And it's right beside a major 6-lane city street.

Ralph Hueston Kratz, S.E.
Richmond CA USA


In a message dated 6/15/06 11:28:11 AM, spraguehope(--nospam--at)hotmail.com writes:
Some of the best performing structures
around are the tension only braced systems used for elevated water towers.