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mukesh_bagani at yahoo...
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 Posted: Sun Oct 19, 2003 1:38 pmPost subject: Shear walls |
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To ,
Alpa Sheth
Respected Madam,
Respected sir,
I am student of CEPT. I am doing Masters degree in structre design. My thesis is on cost efficiency of Shear walls in low rise buildings for Zone III, IV and V. I want to ask you that IS 1893-2002 says that moment Resisting frame should be designed atleast 25% of lateral force in frame wall system. I want to know that from where actually 25% comes, becuse during the review of my thesis Jurie members asked me this question. They also want me to find out what the other countries are taking. Actually from where 25% had come. Is there any experimental or theoritical back ground on taking 25% of lateral force or from other codes we have taken that.
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vm_patel1980
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Joined: 26 Jan 2003
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| 于2003年10月20日发布:我的52Post subject: Shear walls |
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Resepect Sir,
I am studying in NIRMA INSTITUTE OF ENG.i am doing my masters in CASAD. Righ
now i am doing thesis on "eqrthquake resistant multystorey building using
shear wall with ETABS".
kindly give me some material or books
vipul
| Quote: |
From:mukesh_bagani@yahoo.co.in
Reply-To:general@www.buonovino.com
To:vm_patel1980@hotmail.com
Subject: Shear walls
Date: Sun Oct 19 19:08:06 2003
To ,
Alpa Sheth
Respected Madam,
Respected sir,
I am student of CEPT. I am doing Masters degree in structre design. My
thesis is on cost efficiency of Shear walls in low rise buildings for Zone
III, IV and V. I want to ask you that IS 1893-2002 says that moment
Resisting frame should be designed atleast 25% of lateral force in frame
wall system. I want to know that from where actually 25% comes, becuse
during the review of my thesis Jurie members asked me this question. They
also want me to find out what the other countries are taking. Actually from
where 25% had come. Is there any experimental or theoritical back ground on
taking 25% of lateral force or from other codes we have taken that.
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aswinpe
SEFI Regulars
Joined: 26 Jan 2003
Posts: 28
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| Posted: Mon Oct 20, 2003 8:01 pmPost subject: Shear walls |
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The following website is a good start:
http://www.csiberkeley.com/Support_Chapter_Alpha.html
specific questions on ETABS can be directed to this web board:
http://www.eng-tips.com/gthreadminder.cfm/lev2/22/lev3/70/pid/802
good luck
- Aswin
_________________________________
Aswin Rangaswamy, P.E.
Structural Engineer
Jacobs Facilities Inc. (www.jacobs.com )
(714) 503-3772 (P); (714) 503-3865 (F)
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mukesh_bagani at yahoo...
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| Posted: Wed Oct 29, 2003 3:27 pmPost subject: shear walls |
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To ,
Alpa Sheth
Respected Madam,
I am student of CEPT. I am doing Masters degree in structre design. My thesis is on cost efficiency of Shear walls in low rise buildings for Zone III, IV and V. I want to ask you that IS 1893-2002 says that moment Resisting frame should be designed atleast 25% of lateral force in frame wall system. I want to know that from where actually 25% comes, becuse during the review of my thesis Jurie members asked me this question. They also want me to find out what the other countries are taking. Actually from where 25% had come. Is there any experimental or theoritical back ground on taking 25% of lateral force or from other codes we have taken that.
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