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on"EARTHQUAKE RESISTANT DESIGN OF BUILDINGS"

 
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies.    www.sefindia.org Forum Index -> Past Discussions Year 2004
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tantry
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 8

PostPosted: Sun Sep 19, 2004 7:58 am    Post subject: on"EARTHQUAKE RESISTANT DESIGN OF BUILDINGS" Reply with quote

Please send the details of the conference.
raghavendra
----- Original Message -----
Message From  <upendra_purandare@hotmail.com>
To: <tantry@vsnl.net>
Sent: Sunday, September 19, 2004 12:01 AM
Subject: A Course on"EARTHQUAKE RESISTANT
DESIGN OF BUILDINGS"


Quote:
Dear Mr. Pritul Shah,

During the EQ course at Pune, there will be theory lectures for first two
days and some case studies/ software presentations on the third day. As
per
Quote:
my knowledge, the cost comparison between new and old codes is not covered
by anybody in their lecture/ presentation. However, you can try to get the
information from the speakers during the question/ answer session (if the
speaker has the information).

As far as STRAP is concerned, the presentation during the course is on
Torsional analysis of irregular buildings. There is one more STRAP
presentation (free) on 9th evening at the course venue by Mr.Reddy (MD of
RamCaddSys). You may ask your questions related to STRAP.

If you want to attend the course, I am sending the brochure which has the
'registration form'.

In any case, you can always interact with us for all your STRAP querries.
We
Quote:
would be glad to help you. If you need any further information, please
feel
Quote:
free to contact.

Regards,

Upendra

Message From  pritul0072002@yahoo.co.in
Reply-To: general@sefindia.org
To: upendra_purandare@hotmail.com
Subject: A Course on "EARTHQUAKE RESISTANT DESIGN OF
BUILDINGS"
Date: Mon Sep 13 16:30:14 2004

DEAR SIR,
I AM M.E STUDENT DOING MY DESSERTATUIN WORK IN COST
COMPARISON OF OLD AND NEW EARTHQUAKE CODE USING STRAP SOFTWARE SO CAN YOU
CAN ACERTAIN THAT ARE YOU GOING TO GIVE SOME GUIDLINE REGARDING THE SAME
AS
Quote:
IT WOULD BE USEFUL FOR ME IN MY THESIS.


THANKING YOU

PRITUL SHAH


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