CPiedra
Structural
- Aug 1, 2008
- 1
Hey,
I'm having a real hard time decerning the difference between special concentrically braced frames and ordinary concentrically braced frames. I understand that it has to do with one being more ductle then the other, and that one has many more requirements for design, but conceptually I don't get it. What's this 'post-buckling' of the gusset mean? How is there any reserved strength if gusset buckles? Is the goal in a SCBF to have the gusset buckle first?
If anyone could start me off from scratch and explain how these two things work, or perhaps refer me to a GOOD book/publication spelling out the differences clearly, I'd reeeeaaaaallly appreciate it. Thanks!
I'm having a real hard time decerning the difference between special concentrically braced frames and ordinary concentrically braced frames. I understand that it has to do with one being more ductle then the other, and that one has many more requirements for design, but conceptually I don't get it. What's this 'post-buckling' of the gusset mean? How is there any reserved strength if gusset buckles? Is the goal in a SCBF to have the gusset buckle first?
If anyone could start me off from scratch and explain how these two things work, or perhaps refer me to a GOOD book/publication spelling out the differences clearly, I'd reeeeaaaaallly appreciate it. Thanks!