seismic design

RE: seismic design

prashant kumar — Fri, 03 Jul 2020 08:13:47 GMT

U SAID THAT SECONDARY BEAMS SHOULD HAVE MOMENT RELEASE. I WANT TO KNOW THAT THE RELEASE SHOULD BE IN MX,MY,MZ OR NOT . IF NOT THEN SUGGEST THE DIRECTION IN WHICH THE RELEASE SHOULD BE PROVIDED.

RE: seismic design

prashant kumar — Tue, 23 Jun 2020 14:54:39 GMT

sir how to decide which member should be release. as i am getting waring.

RE: seismic design

prashant kumar — Mon, 22 Jun 2020 07:42:41 GMT

SIR PLZ CAN U UPLOAD A MODEL WHICH HAVE ALL THESE PROPERTIES AND SUGGEST ME THE STEPS BY ANY LINK.

RE: seismic design

prashant kumar — Mon, 22 Jun 2020 02:56:40 GMT

can u plz suggest me the steps for these changes.

RE: seismic design

prashant kumar — Sun, 21 Jun 2020 11:31:20 GMT

sir can i download these slides?

RE: seismic design

DSANJU — Sun, 21 Jun 2020 08:14:02 GMT

I would expect the followings in the model-

Modelling of diaphragm- Rigid Diaphragm can be used
Secondary beams should have moment release
Irregularity checks should be performed
On the basis on irregularity check results, RSA should be used
Torsional effect should be incorporated

We have conducted a series of SIG session on these topics, you can view it on demand-

https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/50169/links-to-see-past-sigs-on-seismic-analysis