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2000 IBC seismic questions
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- Subject: 2000 IBC seismic questions
- From: "Sherman, William" <ShermanWC(--nospam--at)cdm.com>
- Date: Tue, 27 May 2003 13:15:52 -0400
Two questions regarding 2000 IBC seismic provisions: 1. Is "building height" as used in Table 1617.6 defined anywhere? Is this the height at the maximum point on the structure relative to grade? 2. Table 1616.6.3 permits the use of the "equivalent lateral-force procedure with dynamic characteristics included in the analytical model" for structures falling under item 4 in the table. How must "dynamic characteristics" be included in the analytical model? What is this specifically referring to? Does it simply mean accounting for actual center of mass and center of rigidity of the various building components? William C. Sherman, PE CDM, Denver, CO Phone: 303-298-1311 Fax: 303-293-8236 email: shermanwc(--nospam--at)cdm.com ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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