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RE: 'R' Values
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- Subject: RE: 'R' Values
- From: "Thor Tandy" <vicpeng(--nospam--at)telus.net>
- Date: Mon, 5 Oct 2009 16:24:45 -0700
Hi Scott. I'm familiar with the 'R' concept but was trying to see the equivalence of our Rd*Ro to the US 'R'. Thanks Thor -----Original Message----- From: Scott Maxwell [mailto:smaxwell(--nospam--at)umich.edu] Sent: Monday, October 05, 2009 2:58 PM To: <seaint(--nospam--at)seaint.org> Subject: Re: 'R' Values Hocus pocus. If I try engage my serious mode... R vlaues, in theory, are to represent the amount of ductility relative to a purely elastic system. The idea is a purely elastic response would have an R of 1.0. The higher the R value, the more ductile the system will behave. Now, in theory, you can think of this a relative measure of the energy of the system response or the area under the curve of plot load vs deflection for a system. Nominally, in theory, a system with an R of 5 will be able to dissipate 5 times the energy than that of a system with a pure elastic response. In reality, R values have never really been done purely based upon a rational method. The have more been a function of "politics" (i.e. Kind smoke-filled backroom agreements). While they are not complete BS, they can not currently be determined from a rational engineering method. In theory, this is potentially going to change. There is an effort to make R values be more rational. This part of the reason why Appendix A of the SIP ICC-ES acceptance requirements was killed (this assumes you read my long dissertation post on SIPs for lateral loads). Personally, I have lost track of where this effort stands. HTH, Scott Adrian, MI On Oct 5, 2009, at 4:47 PM, "Thor Tandy" <vicpeng(--nospam--at)telus.net> wrote: > Showing my ignorance of IBC/UBC through little use thereof. > > > > What makes up the 'R' value? I'm trying to align some Hardy Frame > table > values (quoting 'R'= 5.5 & 4.4) with the local 'R' for loads I'm > using here > in BC. > > > > No doubt apples & oranges . :^) > > > > Thanks > > > > Thor A. Tandy P.Eng, C.Eng, Struct.Eng, MIStructE > Victoria, BC > Canada > > > > > > > ******* ****** ******* ******** ******* ******* ******* *** > * 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 > ******* ****** ****** ****** ******* ****** ****** ******** > > ******* ****** ******* ******** ******* ******* ******* *** * 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 ******* ****** ****** ****** ******* ****** ****** ******** ******* ****** ******* ******** ******* ******* ******* *** * 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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