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kevo, Thanks for your feed back. I still have confusion about frames mmebers. For brace frame or moment frame, let's suppose we have 10 bays in any grid line(elevation). We choose to have only one brace bay or two and similarly for MF (either one or two bays moment frame connection). For...

Hi, Seismic provision(2005) clearly states that it is applicable to systems for R>3. I am working on OCBF system. As we know this structures has beam, col, horizontal brace, vertical brace and struts (horizontal beam that may carry axial force with combination of vertical brace). I am...