Estimation of Enhanced Design Base Shear for Strengthening the Existing RC Buildings Designed as per IS Codes prior to IS:1893-2002 by Seismic Coefficient Method
IR@SERC: CSIR-Structural Engineering Research Centre, Chennai
View Archive InfoField | Value | |
Title |
Estimation of Enhanced Design Base Shear for Strengthening the Existing RC Buildings Designed as per IS Codes prior to IS:1893-2002 by Seismic Coefficient Method
|
|
Creator |
Rama Raju, K.
Cinitha, A. Kamatchi, P. Nagesh R. Iyer |
|
Subject |
Seismic coefficient method
Design base shear Seismic Zones Soil types Foundation types |
|
Description |
The existing low/medium-rise buildings(less than six-storeys and 40m height) designed as per the then prevailing codes of practice are required to be retrofitted to comply with the base shear requirement of present seismic code (IS:1893-2002). This paper gives an estimate of the additional shear as per this code for which existing buildings need to be provided with retrofit measures based on the seismic zone, site soil condition and importance factors to be considered at the location of the building, the type of frame and type of foundation considered in design phase of the building.
|
|
Date |
2009
2009 2009 |
|
Type |
Article
|
|
Identifier |
IE Journal, Vol.90, August 2009, p.9-13
http://hdl.handle.net/123456789/315 |
|
Language |
en
|
|
Rights |
It is tried to respect the rights of the copyright holders to the best of the knowledge. If it is brought to our notice that the rights are violated then the item would be withdrawn.
|
|
Publisher |
IE
|
|