Dynamic Analysis of Reinforced Concrete Building with Plan Irregularities - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html) +--- Thread: Dynamic Analysis of Reinforced Concrete Building with Plan Irregularities (/thread-47770.html) |
Dynamic Analysis of Reinforced Concrete Building with Plan Irregularities - TAFATNEB - 05-30-2014 Dynamic Analysis of Reinforced Concrete Building with Plan Irregularities Author: Mohammed yousuf , P.M. shimpale | Size: 867 KB | Format: PDF | Quality: Unspecified | Publisher: International Journal of Emerging Technology and Advanced Engineering Website: www.ijetae.com (ISSN 2250-2459, ISO 9001:2008 Certified Journal, Volume 3, Issue 9, September 2013) | Year: 2013 | pages: 07
Abstract— The main objective of earthquake engineering is to design and build a structure in such a way that the damage to the structure and its structural component during an earthquake is minimized. This paper aims towards the dynamic analysis of reinforced concrete building with plan irregularity. Four models of G+5 building with one symmetric plan and remaining irregular plan have been taken for the investigation. The analysis of R.C.C. building is carried out with the FE based software ETABS 9.5. Estimation of response such as; lateral forces, base shear, storey drift, storey shear is carried out. Four cross sectional variation in columns section are considered for studying effectiveness in resisting lateral forces. The paper also deals with the effect of the variation of the building plan on the structural response building. Dynamic responses under prominent earthquake, related to IS 1893–2002(part1) have been carried out. In dynamic analysis; Response Spectrum method is used. The CQC (complete quadratic combination) method has also been employed for each model for estimation of dynamic response for 5%, 10%, 15%, and 20% damping and dynamic responses were compared. Code: *************************************** |