Manuscript Number : CE030

Seismic Analysis of Monolithic Coupling Beams Considering Effect of Dimensions of Coupling Beam on Shear Wall

Authors(2) :-Jigar J Prajapati, Dhruti J Dhyani

This paper presents a study deals with effect of coupled shear wall under seismic forces. The analysis of high rise building with different height 15, 25, and 35 stories building are evaluate the effect of span/depth ratio and aspect ratio of height of building to width of building effect on coupling beam. The analysis of a RC high rise building is done by using ETABS software in this study. The behavior of coupled shear wall is mainly due to coupling beam.

Authors and Affiliations

Jigar J Prajapati
PG Student , Department of civil engineering, SVIT, Vasad, Gujarat, India
Dhruti J Dhyani
Assistant Professor, Department of civil engineering, SVIT, Vasad, Gujarat, India

Coupling Beam, Coupled Shear Wall, Base Moment, Coupling Degree, Seismic Response, Drift, High Rise Building

  1.  “Nursiah chairunnisa, iman satyarno, muslikh, akhmad aminullah. “Analysis and design of shear wall coupling beam using hybrid steel truss encased in reinforced mortar.” ScienceDirect. Procedia Engineering   171  ( 2017 )  940 – 947”
  2. ” Islam M. Ezz EL-Arab(Dec. 2012) . “Seismic Analysis of Monolithic Coupling Beams of Symmetrical Coupled Shear Wall System.” International Journal of Current Engineering and Technology , Vol.2, No.4”
  3. ” Ngoc Son Vu, Bing Li , Katrin Beyer. Engineering Structures. “Effective stiffness of reinforced concrete coupling beams.” Engineering Structures 76 (2014) 371–382”
  4. ”Akash K. Walunj, Dipendu Bhunia, Samarth Gupta, Prabhat Gupta “Investigation on the Behavior of Conventional Reinforced Coupling Beams .” International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Vol:7, No:12, 2013”
  5. ” M.R. Campbell and D. Naish “A Parametric Study of Coupling Beam Strength and Stiffness on System Performance.”ASCE Structures Congress 2015 , Pg 1987-1998”
  6. ”J.c.d. Hoenderkamp “The Influence of Single Shear Walls on the Behaviour of Coupled Shear Walls in High-rise Structures” ScienceDirect. Procedia Engineering 14 (2011) 1816–1824”
  7. “Kent a. Harries, j. Dan’l moulton and robert l. Clemson “study of major design parameters affecting the behaviour of coupled core wall systems” 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada  August 1-6, 2004  Paper No. 3312”
  8. ”Dawn E. Lehman, Jacob A. Turgeon, Anna C. Birely, Christopher R. Hart, Kenneth P. Marley, Daniel A. Kuchma, and Laura N. Lowes “Seismic Behavior of a Modern Concrete Coupled Wall” JOURNAL OF STRUCTURAL ENGINEERING © ASCE / AUGUST 2013 / 1381”
  9. ”Paresh V. Patel, Sharadkumar P. Purohit1 and Kirti Sundar Dash “Static and Dynamic Behavior of Coupled Shear Wall  ” Institute of technology, nirma university, ahmedabad – 382 481, 9-11 DECEMBER, 2010.”
  10. “Indian standard code of practice for design loads for building and structures IS 875 (part I), 1987”
  11. “Indian standard code of practice for design loads for building and structures IS 875 (part II), 1987”
  12. "Indian standard code of practice for design loads for building and structures IS 875 (part III), 1987”
  13. “Indian standard criteria for Earthquake resistant design of structures (IS 1893) 2002.”

Publication Details

Published in : Volume 4 | Issue 5 | March-April 2018
Date of Publication : 2018-04-10
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 173-177
Manuscript Number : CE030
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

Jigar J Prajapati, Dhruti J Dhyani, " Seismic Analysis of Monolithic Coupling Beams Considering Effect of Dimensions of Coupling Beam on Shear Wall, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.173-177, March-April-2018. Journal URL : https://res.ijsrset.com/CE030

Article Preview