[TAFATNEB]

Seismic Analysis of High-Rise Building by Response Spectrum Method

Author: Prof. S.S. Patil, , Miss. S.A. Ghadge, , Prof. C.G. Konapure, , Prof. Mrs. C.A. Ghadge | Size: 0.53 MB | Format: PDF | Quality: Unspecified | Publisher: International Journal Of Computational Engineering Research (Ijceronline.Com) Vol. 3 Issue. 3 | pages: 8

This paper describes seismic analysis of high-rise building using program in STAADPro. with various
conditions of lateral stiffness system. Some models are prepared that is bare frame, brace frame and shear wall
frame. Analysis is done with response spectrum method. This analysis will produce the effect of higher modes
of vibration & actual distribution of forces in elastic range in a better way. Test results including base shear,
story drift and story deflections are presented and get effective lateral load resisting system.

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

This post has been made by CivilEA Post-Generator v2.2.0