Pounding Response of Buildings under Earthquake Motions

International Journal of Civil Engineering
© 2017 by SSRG - IJCE Journal
Volume 4 Issue 4
Year of Publication : 2017
Authors : Dinesh Akshay Kumar R, Kalai Vani M
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How to Cite?

Dinesh Akshay Kumar R, Kalai Vani M, "Pounding Response of Buildings under Earthquake Motions," SSRG International Journal of Civil Engineering, vol. 4,  no. 4, pp. 1-10, 2017. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I4P101

Abstract:

Pounding of structures is a common phenomenon between adjacent structures, which are subjected to strong earthquake motions. The pounding can be seen both in urban and rural area. But urban area damage will be more compared to rural area, because of heavy structures strike by ground motion. The investigations which are made by past and present earthquake seismologist say that the building structures which are closely packed are vulnerable to serve damages. The main aim of this research is to analyze the pounding response of commercial buildings having equal heights and unequal heights produced by ground motion for different EQ zones, by using Staad Pro and ETABS software, by using Elcentro data of Time Vs Acceleration. The analysis is done based on Seismic Coefficient Method.

Keywords:

 

 Pounding, adjacent structures, ground motion, structures strike, Elcentro data, Seismi Coefficient Method.

References:

[1] Shehata E. Abdel Raheem., Seismic Pounding Between Adjacent Structures, Electronic Journal of Structural Engineering, 6(2006).
[2] AmilaMohdAlwi, Dr. Dina D’Ayala., Pounding Effect Between Adjacent Buildings during Seismic Shaking, USL Department of Civil, Environmental And Geometrical Engineering Gower St. London, WC1E 6BT.
[3] ChennaRajaram, Ramancharla P. Kumar., Calculation of Seperation Distance between Adjacent Buildings: A Review on Codal Provisions, Earthquake Engineering Research Centre International Institute of Information Technology INDIA, JSEE Vol.17, No.1, 2015.
[4] Kawade A.B, Mr. Adhijeet., Seismic Pounding Effects In Buildings.
[5] KhazaAfroz Jamal, HS. Vidyadara., Seismic Pounding of Multistoried Buildings, International Journal of Research in Engineering & Technology eISSN:2319-1163│PISSN:2321:7308.
[6] IRFAN Ahmed &MohdUmair ., Pounding Response between Equal Heights Multistory Buildings with different Dynamic Properties, International Journal Series in Multidisciplinary Research (IJSMR), Volume 1, Issued 1,2015.
[7] Bipin Shrestha., Effects of separation distance & non-linearity on pounding response of adjacent structures, EWES Nepal, International Journal of Civil & Structural Engineering Volume 3, No.3, 2013, ISSN 0976-4399.
[8] Pradeep Karanth, Ravindranatha, Pounding Effect in Building, Dept. of Structural Engineering, Manipal Institute of Technology Karnataka, International Journal of Innovative Research in Science and Engineering & Technology Vol.5, Special Issue 9, May 2016. ISSN(Print):2347- 6710.
[9] Chaitanya Kumar .J.D, Phani Kumar .M, Seismic Pounding Of Adjacent Buildings with Different Heights, International Journal of Engineering Research & Science & Technology, Vol.4, No.4 November-2015, ISSN 2319-5991.
[10] Farhazadeh N., Pounding response of structures under earthquake motions, The Annual Postgraduate Research Student Conference-2015, Sheffield UK. 15thApril 2015, 20-24.
[11] Efraimiadou .S&Hatzigeorgiou .G.D., Structural Pounding between Adjacent Buildings, the effects of different structures configuration and multiple Earthquakes. 15WCEE LISBOA 2012.
[12] Sorace .S, Terenzi .G, Damped Interconnection-Based Mitigation of seismic Pounding between Adjacent R/C Building, IACIST International Journal of Engineering & Technology- Vol. 5, No. 3, June 2013. www.sathyabamauniversity.ac.in