Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Structural Engineering Diaphragm/Shearwall Book Recommendations

Status
Not open for further replies.

MagicFarmer

Structural
May 2, 2017
38
Good morning,

I've been in the process of building my library lately. In anticipation of a couple of upcoming jobs that will have non-orthogonal irregularities for lateral restraint, I picked up a copy of "The Analysis of Irregular Shaped Structures" (Malone/Rice). Although the book is incredibly detailed, I was disappointed to find that it does not deal with detailing non-orthogonal diaphragms/shearwalls. Can anyone recommend a book that deals with analyzing/designing/detailing buildings with this irregularity and gives some solid examples?

Thanks!
MF
 
Replies continue below

Recommended for you

Specifically this will be wood diaphragm to concrete shear walls, but, any book covering the analysis of non-orthogonal systems would at least shed light and give insight into the mechanics of the analysis.
 
In the past I liked the SEAOC Structural Seismic Design Manuals, Volumes 1 - 3. I used editions from previous years, but not the current editions, which I believe are titled "2015 IBC SEAOC Structural . . ."

I remember that they were overall very helpful for the whole seismic design process, but I truthfully can't remember whether they explored non-orthogonal systems.
 
Also take a look at these slides from one of Malone's presentations. As the skew of shearwall increases it becomes less stiff, eventually transitioning to a three-sided diaphragm. Pay special attention to deflections and p-delta effects to make sure that doesn't become an issue.
 
 http://files.engineering.com/getfile.aspx?folder=8fcff2e7-795e-4a60-beae-1e1dcb333af6&file=Angled_Walls.pdf
Given how prominent angled walls are, and how little literature there appears to be, I can only assume that engineers designing these building rely on software to do most of the heavy lifting. Is that a fair assessment?
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor