Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Rigid vs Flexible residential diaphragm discussion

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Seaintonln(--nospam--at) wrote:
> Ralph,
> Sometimes it's considered appropriate to leave a bug in a piece of software
> as long as it does not affect more than a few people. Bean counters are noted
> for this type of decision when trying to resolve recall issues. It's possible
> that Seismology does not see the problems as affecting a large number of
> professionals and this is where the numbers are important.
> Dennis
> In a message dated 8/6/99 12:09:10 AM Pacific Daylight Time,
> Rhkratzse(--nospam--at) writes:
> << Why does this have to be a popularity contest?  Isn't it enough for just
> one
>  person to stand up and make a cogent argument that "The King has no
>  clothes!"?  

** "THE EMPEROR'S NEW CODES" need more looking into!  We need to unravel their
**  mystery.

** "There are no great men anymore, my son; only Great Committees!"
    (from a cartoon on the wall of the USGS, Menlo Parkl, CA.)

** It would be really helpful to see how the different evolutions of Codes have
** changed the design parameters for some benchmark wood buildinngs over the years;
** and gain some greater understanding of the concepts and fundamental behind the 
** numbers.

** In the aftermath of the code process that gave us the fractured welded moment frame
** problem (for the supposedly most earthquake resistant structure known to man),
** and now the Rigid vs. Flexible residential diaphragm dilemma, I'm a little uneasy
** about the so-called "Performance-Based Codes" looming on the horizon.  (The
** Emperor's Newest Codes!)

** Wasn't it Will Rogers or Yogi Berra who said:

** "It's not what we don't know that hurts us, or gets us into trouble; it's what
**  we know for certain, that JUST AIN'T SO!"

So far I have heard many people state that they do not know of a
>  reasonable way to analyze a building with a supposedly rigid but unblocked
>  plywood diaphragm--and NO ONE saying they know how to do it.  Using a
>  stab-in-the-dark method such as 2.5 times blocked diaphragm deflection
>  offends this engineer who has always believed that our work should strive
> for
>  at least 5% accuracy.
>  Ralph Hueston Kratz, S.E.
>  Richmond CA >>