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SV: IDR

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Please ,
I'm in sweden,
Can You send me some drawind and Skecth to see the projekt

Félix...

Best regards

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> Från: Shafat Qazi <seaoc-ad(--nospam--at)seaoc.org>
> Till: seaoc(--nospam--at)seaoc.org
> Ämne: Re: IDR
> Datum: den 20 januari 1998 07:45
> 
> At 12:45 PM 1/20/98 +0800, you wrote:
> >We are designing a new 5 level airport in Manila, 188,000 m2.  The type
> >of construction is concrete flat plate slab with drop panels.  We are
> >using SAP2000 to analyze the structure.  After we perform the analysis
> >and get the seismic forces from the response spectra analysis, should we
> >apply an IDR to reduce the forces before we compare them with the
> >capacity of the elements, or should we compare the d/c ratio to a
> >acceptable factor for the type of structure.  
> >
> >Or in another case should we follow the UBC and just scale the results
> >from the dynamic analysis.
> >
> >Thank you
> >
> >Best regards,
> >Tom Long
> >Asia 
> >
> >
> >
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> Shafat Qazi, P.E.
> Chair SEAOC CAC
> 
>