Article

Different Types of Bracing System in Multi Story RCC Building

Author(s):

Krupaben J. Patel, Sankalchand Patel College of Engineering; Prof. Dhruvkumar H. Patel ,Sankalchand Patel College of Engineering

Keywords

Steel Bracing Systems, Story Displacements, Story Drift, Story Stiffness, Lateral Load, Story Shear

Abstract

The aim of this research is to investigate the structural performance of steel buildings with various bracing systems. The structural efficacy of different forms of bracing systems was also studied. Different types of bracing systems, such as Without Bracing, X Bracing, Diagonal Bracing, and V-type bracing, were used to examine the structural strength of the steel building. In this study, the analysis of a Different Shape of building for 10Storey with different Bracing system (Without bracings, X – bracings, Diagonal bracings, V – bracings, In.V – bracings) have been analysed and comparison of Different parameter like, Story Displacement, Story Drift, Story Stiffness, Lateral Load and Story Shear are modeled of this problem using ETABS software. In addition, to compare and contrast various bracing options.

Reference

    Basic [1] MD. SAMDANI AZAD, SYED HAZNI ABD GANI, July 2016, “Comparative study of seismic analysis of multistory buildings with shear walls and bracing systems”, Vol. 05, No. 03 [2] S.M. Razak, T.C. Kong, N.Z. Zainol, A. Adnan, and M. Azimi, (2018), “A Review of Influence of Various Types of Structural Bracing to the Structural Performance of Buildings”, (2018) CENVIRON 2017, E3S Web of Conferences 34 [3] Anes Babu1, Dr. Chandan Kumar Patnaikuni, Dr. Balaji, K.V.G.D.3, B. Santhosh Kumar (2017), “Effect of Steel Bracings on RC Framed Structure”, Volume 9, Number 1, ISSN 0973-1881, pp. 97-112 [4] S. R. CHOWDHURY, F. Ali, F.A. Haque and S. B. Kabir, 12 –14 December 2012, “Optimal Bracing System for Multi-Story Steel Buildings”, 1 st International Conference on Advances in Civil Engineering 2012 (ICACE 2012), CUET, Chittagong, Bangladesh [5] Nauman Mohammed, Islam Nazrul, December 2013, “Behaviour of Multistorey RCC Structure with Different Type of Bracing System”, International Journal of Innovative Research in Science, Engineering and Technology, (An ISO 3297: 2007 Certified Organization) Vol. 2, Issue 12 [6] Sudheer. S, Shyam chamberlin. K, June 2018, “Response Simulation of Rc Frame With Different Bracing Systems”, International Journal of Civil Engineering and Technology (IJCIET), Volume 9, Issue 6, pp. 93–98, Article ID: IJCIET_09_06_012 [7] M. Suneel Kumar, R. Senthilkumar, L. Sourabha, (2019), “Seismic performance of special concentric steel braced frames”, School of Civil Engineering, Vellore Institute of Technology, Vellore 632014, Tamil Nadu, India, National Institute of Technology Tiruchirappalli, 620015, Tamil Nadu, India Structures 20, 166–175 [8] Akhila Lekshmi N H, Aswathy S. Kumar, July 2016, “Dynamic Analysis of an Irregular RC Building with Different Bracing Systems”, International Journal of Science and Research (IJSR), Volume 5 Issue 7, ISSN (Online): 2319-7064 [9] M. N. Chimeh, P. Homami, (2012) “Efficiency of bracing systems for seismic rehabilitation of steel structures”, Kharazmi (Tarbiat Moallem) University, Tehran, Iran, v.15 WCEE10. L. Di Sarno, A.S. Elnashai, 15 February 2008, “Bracing systems for seismic retrofifitting of steel frames”, Journal of Constructional Steel Research 65 (2009) 452–465 [10] Abhay W. Khorgade, R. V. R. K. Prasad. "Effect of Area and Height of Building on Lateral Forces Using Scm and Rsm." International Journal of Engineering Research & Technology (IJERT) 2.7 (2013): 913 – 925. [11] Reshma R, Arunima V R. "Seismic Analysis of Multi Storied Irregular Building using Flat Slab and Grid Slab in Zone III & V." International Research Journal of Engineering and Technology (IRJET) 4.6 (2017): 664 - 668. [12] Sachin S, H R Shyam Prasad. "Seismic Response of Mass and Stiffness Irregular Multi-Storied Structure with Composite Columns." International Research Journal of Engineering and Technology (IRJET) 5.6 (2018): 191 - 196. [13] Silpa Rani M V, Aiswarya S. "Seismic Response of Irregular RC Building with Soft Storey at Different Levels." International Journal of Science and Research (IJSR) 5.7 (2016): 1045 - 1048. [14] IS 1893 (Part I), 2002: Indian Standard Criteria for Earthquake Resistant Design of Structures [15] IS 4326, 2013: Indian Standard Code of Practice for Earthquake Resistant Design & Construction of Buildings. [16] IS 13827, 1993: Indian Standard Guidelines for improving Earthquake Resistance of Earthen Buildings [17] IS 13828, 1993: Indian Standard Guidelines for Improving Earthquake Resistance of Low Strength Masonry Buildings [18] 5. IS 13920, 2016: Indian Standard Code of Practice for Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces. [19] IS13935, 2009: Indian Standard Guidelines for Repair and Seismic Strengthening of Buildings. Book References [20] Dr. V.L. Shah, Dr. S.R. Karve, “Illustrated Design of Reinforced Concrete Buildings”, Six Edition, Structures Publication - Jal Tarang Website References [21] https://www.steelconstruction.info/Bracing_system [22] http://www.sciencedirect.com/ [23] https://www.steelconstruction.info/Braced_frames [24] https://www.sefindia.org/forum/files/steel_bracings_146.pd

Other Details

Paper ID: GRDJEV06I060011
Published in: Volume : 6, Issue : 6
Publication Date: 2021-06-01
Page(s): 19 - 25

Article Preview

Download   Google Scholar