Tall Structure Seismic Behaviour Analysis with Solid and Coupled Shear Walls

Authors

  • Gunasheela P. Assistant Professor, Department of Civil Engineering, R R Institute of Technology, Bangalore, India

Keywords:

High rise structures, shear walls, conventional frame structure, plan, time period, storey shear, storey displacement storey drift, storey stiffness

Abstract

The construction of high rise structures increases due to shortage of land and rapid growth of population. Introduction of advancement in construction materials and structural systems against lateral loads designer will achieve structural efficiency, aesthetic appearance and geometric versatility. Shear walls are structural systems which provide stability to structures from lateral loads. Coupled shear walls are one of the system commonly used in medium and high rise structures to resist lateral loads. When two shear walls are interconnected by beams along their heights then it is called as coupled shear wall. These building systems should not collapse or be induced to severe damage during earthquake actions due to high strength, high ductility, high energy absorption capacity and high shear stiffness to limit lateral deformation. In Coupled shear wall structure, major portion of lateral load is taken by the Coupled shear wall members, when intern releases forces to other members of the structure. This also reduces sectional requirement of the beams and columns in Coupled shear wall building. In the present study, the structural response of conventional, Shear wall and Coupled shear wall with different location investigated to evaluate structural system benefits. A building of G+11 storeys with plan size 23.2m x 17.4m, located in a seismic Zone V is considered and analyzed by ETABS 2016 Software. Nine models, i .e conventional frame structure, Shear wall in different location and Coupled shear wall in different location with same plan area are considered for study. All structural members are analysed as per Indian Standard codes. Comparison of analysis result in terms of Time Period, Storey Shear, Storey displacement Storey Drift, Storey Stiffness of structure is presented. From the analysis results it is observed that, the Coupled shear wall structures along X direction performs better in terms Time Period, Storey Shear, Storey displacement, Storey Drift, Storey Stiffness. Coupled shear wall in intermediate X and Y direction shows more weight difference compared to shear wall.

References

Bryan Stafford Smith Alex Coull, “Tall Building Structure, Analysis and Design”, ISBN: 9788126529896, 9788126529896, Wiley India Pvt. Ltd.

Divya1Thambi1K1and C1Prabha, “Coupled Shear Wall: A Review” International Journal of Science Technology & Engineering, ISSN (online): 2349-784X, Volume 3, Issue 11, 135-136, 2017.

Gummadi Amar, “Analysis of Reinforced Concrete Coupled Shear Wall Using Finite Element Method”, International Journal of Education and applied research, ISSN : 2348-0033, Vol. 4, Issue 2, 24-30, July - Dec 2014.

IS 13920 (1993), Indian Standard- “Ductile detailing of Reinforced Concrete Structures subjected to Seismic Forces”, Bureau of Indian Standards, New Delhi.

IS 1893 (2002), Indian Standard- “Criteria for Earthquake Resistant Design of Structures”, General provisions and buildings (fifth revision), Bureau of Indian Standards, New Delhi.

IS 875 (Part 1):1987 Code of Practice for Design loads (Other than Earthquake for buildings and structures) Dead load, Bureau of Indian Standards, New Delhi.

IS 875 (Part 2):1987 Code of Practice for Design loads (Other than Earthquake for buildings and structures) Live load, Bureau of Indian Standards, New Delhi.

Islam M. Ezz EL-Araba, “Seismic Analysis of Monolithic Coupling Beams of Symmetrical Coupled Shear Wall System”, International Journal of Current Engineering and Technology, ISSN 2277 – 4106, Vol. 2, Issue 4, 345-356, 2012.

Mahantesh S Patil and R B Khadiranaikar, “Dynamic Analysis of High Rise RC Structure with Shear1Walls and1Coupled1Shear Walls”, International journal of Advance Engineering and Research Development, ISSN(O): 2348-4470, Volume12, Issue 8, 24-35, August 2015.

Mayur1M. More, Ajit N. Patil, Vidyanand S. Kadam and Manoj M. More, “Behaviour of Coupled1Shear1Wall Building”, International Journal for Research in Applied Science & Engineering Technology, ISSN: 2321-9653, Volume 4, Issue XI, 291-299, November 2016.

Motamarri Sarat Chandra and B. Sowmya, “Behaviour of Coupled1Shear1Walls in Multi-Storey Buildings”, International1Journal1of Engineering Research & Technology, ISSN: 2278-0181, Volume 3, Issue12, 624-627, December 2014.

P.N. Pagare, P.R. Bhosale, A.P. Birar, V.D. Hayatnagarkar and D.C. Sawant, “ Parametric Study of Buildings with and without Shear Walls for Seismic Performance”, International Research Journal of Engineering and Technology (IRJET), ISSN: 2395 -0056, Volume 03, Issue 04, 1250-1254, 2016.

P.S. Lande and Vishal S. Ankalkote2“Evaluation of Coupled Shear wall in High-Rise Building” International Research Journal of Engineering and Technology, ISSN: 2395-0056 Volume: 05 Issue: 05, 2416-2420, 2018.

Reshma Chandran, Unni Kartha G and Preetha Prabhakaran, “Comparative study on solid and coupled Shear wall”, International journal of civil engineering and Technology, ISSN 0976 – 6316 , Volume 5, Issue 12, 117-133, December 2014.

S. A. Meftah, F. Mohr and E. M. Daya, “Seismic Behavior of RC Coupled Shear Walls with Strengthened Coupling Beams by Bonded Thin Composite Plates”, KSCE Journal of Civil Engineering, Vol. 17, Issue 2, 403-414, 2013.

Sammed1S. Rangolli and Vinod Hosur, “Analysis1of Multi-Storey Building1by Using Coupled Shear1Walls”, International Research Journal of Engineering and Technology, ISSN: 2395 -0056, Volume 04, Issue 05, 1549-1553, 2017.

Downloads

Published

10-06-2019

How to Cite

Gunasheela P. (2019). Tall Structure Seismic Behaviour Analysis with Solid and Coupled Shear Walls. International Journal of Management Studies (IJMS), 6(Spl Issue 8), 91–100. Retrieved from https://researchersworld.com/index.php/ijms/article/view/2198

Issue

Section

Articles