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Author Message
  Topic: Seeking inputs on your experience of 2016 editions of IS 1893 Pt 1 and IS 13920
dcrai

Replies: 13
Views: 7642

PostForum: SEFI General Discussion   Posted: Fri Mar 22, 2019 6:00 am   Subject: Seeking inputs on your experience of 2016 editions of IS 1893 Pt 1 and IS 13920
Thank you for bringing out a few inaccuracies prevalent in the practice and codal provisions regarding torsional response.

A 3D dynamic analysis (both RSA and THA) will account for torsional effect ...
  Topic: Seeking inputs on your experience of 2016 editions of IS 1893 Pt 1 and IS 13920
dcrai

Replies: 13
Views: 7642

PostForum: SEFI General Discussion   Posted: Mon Mar 18, 2019 7:27 am   Subject: Seeking inputs on your experience of 2016 editions of IS 1893 Pt 1 and IS 13920
Dear Colleagues,

It has been about two years since the new editions of seismic codes IS 1893 Part 1 and IS 13920 have been published and are in use. Several new provisions have been introduced in t ...
  Topic: Moderators' Concluding Remarks
dcrai

Replies: 5
Views: 14914

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Mon Jan 12, 2009 6:00 am   Subject: Moderators' Concluding Remarks
Dear Colleagues,
It has indeed been an interesting fortnight of discussion over flat slab systems. Over this period we have had the chance to deliberate on wide range of issues covering the entire s ...
  Topic: proposed draft clause for PT/non-PT flat slabs in IS 1893
dcrai

Replies: 19
Views: 40817

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Wed Dec 31, 2008 2:51 pm   Subject: proposed draft clause for PT/non-PT flat slabs in IS 1893
Dear Colleagues,

For buildings in high seismic regions, the current US practice is that
the flat slab systems will cater to the needs of gravity loads alone and
the entire seismic load will be ...
  Topic: Continuing e-Conference for one more week
dcrai

Replies: 0
Views: 8195

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Mon Dec 29, 2008 2:36 pm   Subject: Continuing e-Conference for one more week
Dear Colleagues,

It gives us immense pleasure to see that many of us at SEFI have been
participating in the e-Conference on such a specialized topic of flat
slabs and about 100 messages were po ...
  Topic: Welcome to e-conference on flat slabs
dcrai

Replies: 13
Views: 32950

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Sun Dec 21, 2008 8:52 pm   Subject: Welcome to e-conference on flat slabs
Dear Colleagues,

A hearty welcome to you to the e-conference on flat slabs at SEFI!
Flat slab structures have become a common sight in our neighbourhood.
However, the recent past failures of flat ...
  Topic: Moderators’ Closing to E-Conference on Steel Reinforcement
dcrai

Replies: 0
Views: 29778

PostForum: E-Conference 20th June 2005   Posted: Tue Jul 26, 2005 5:35 am   Subject: Moderators’ Closing to E-Conference on Steel Reinforcement
Moderators’ Closing to E-Conference on Steel Reinforcement (27 June – 24
July, 2005)


Dear Colleagues,

It has indeed been a wonderful four weeks to talk about a material that we
use every day in ou ...
  Topic: Moderators' Post
dcrai

Replies: 0
Views: 6334

PostForum: E-Conference 20th June 2005   Posted: Tue Jul 05, 2005 8:30 am   Subject: Moderators' Post
Dear Colleagues,

It has been an interesting week on this e-Conference, though there have
been fewer postings than expected. We are aware that a few of your
postings may have been lost as our servers ...
  Topic: Response to comments/suggestions and more comments ...
dcrai

Replies: 0
Views: 8020

PostForum: E-Conference 19th July 2004   Posted: Sat Aug 14, 2004 8:11 am   Subject: Response to comments/suggestions and more comments ...
Dear Participants,

During the last few days of the e-conference some very insightful comments
and useful suggestions for improvement have come forth. I am really
thankful to all the discussers for ta ...
 
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