Analysis of Multistorey RCC Building with Differents Types of Bracing by using STAAD Pro.


Authors : Kavita Rahi; Rajesh Jain

Volume/Issue : Volume 9 - 2024, Issue 6 - June

Google Scholar : https://tinyurl.com/5n7k2tu6

Scribd : https://tinyurl.com/mpdjcurf

DOI : https://doi.org/10.38124/ijisrt/IJISRT24JUN1546

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Abstract : The primary objective of this research is to evaluate structural stability using appropriate techniques, including standard configurations and the correct cross-sections for columns and beams. This involves developing preferred requirements for various support conditions, load types, and load combinations. It is noted that many buildings in India have been damaged or demolished by earthquakes, resulting in the loss of precious lives. The ability of structures to withstand major earthquakes is significantly improved by understanding how buildings respond to seismic activity and leveraging the expertise of engineers. This study examines the effects of different bracing systems (X- bracing bracing, inverted v bracing, k bracing) on the seismic performance of a building located in seismic Zone IV in India using STAAD Pro software. The analysis reveals that all bracing systems significantly control the lateral displacement of the frame. Designing an earthquake-resistant structure presents numerous challenges, especially in earthquake-prone areas. This research highlights the critical role of bracing systems in improving the seismic resilience of high-rise buildings in India.

Keywords : Seismic; Bracing System; Bending Moment; Shear Force; Storey Displacement; Storey Drift; Inverted V Bracing.

References :

  1. Ahmed Shariff, M., & Student, B. (2019). Seismic Analysis of Multistorey Building with Bracings using ETABS. https://doi.org/10.15680/IJIRSET.2019.0805065
  2. Baikerikar, A., & Kanagali, K. (n.d.). Seismic Analysis of Reinforced Concrete Frame with Steel Bracings. www.ijert.org
  3. Bhavan, M., Shah, B., & Marg, Z. (2000). IS 456 : 2000 Indian Standard PLAIN AND REINFORCED CONCRETE-CODE OF PRACTICE ( Fourth Revision ) BUREAU OF INDIAN STANDARDS.
  4. Komal, M., Patil, A., Gupta, A. R., Phuke, R. M., & Student, M. E. (1448). COMPARATIVE ANALYSIS FOR HIGH RISE R.C.C. FRAMED STRUCTURE SUBJECTED TO WIND AND SEISMIC FORCES. Www.Irjmets.Com @International Research Journal of Modernization in Engineering. www.irjmets.com
  5. Kumar, A., Nirala, B., Yadav, O., Kumar, K., Kumar, P., & Alam, M. F. (2023). Seismic Analysis of RC Building with Steel Bracing. In Scope (Vol. 13). www.scope-journal.com
  6. Mohammad, S., Raja, N., Reddy, N., Saipraveen, C., & Raghu, V. (2019). Analysis of Steel Frames with Bracings for Seismic Loads. International Journal of Civil Engineering and Technology (IJCIET), 10(03), 316–329. http://www.iaeme.com/ijmet/issues.asp?JType=IJCIET&VType=10&IType=3http://www.iaeme.com/IJCIET/index.asp317http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=10&IType=3 of Indian Standards, B. (n.d.). IS 456 (2000): Plain and Reinforced Concrete - Code of Practice.
  7. Pawar, D. S., Abdulla Phadnis, S. U., Shinde, R. S., Jinde, Y. N., & Professor, A. (2015). Analysis of multistoried braced frame subjected to seismic and gravity loading. In Journal of Engineering Research and Applications www.ijera.com (Vol. 5). www.ijera.com
  8. Siddiqi, Z. A., Hameed, R., Akmal, U., & Siddiqi, Z. A. (2014). Comparison of Different Bracing Systems for Tall Buildings. In J. Engg. & Appl. Sci (Vol. 14). https://www.researchgate.net/publication/273818856
  9. Singh, A., Parihar, R. S., Jha, A. K., Kumar, B., & Misra, R. (2022). Seismic Analysis for Zone III, IV, V of (G+14) Multistorey Building with Bracings System Using Staad Pro Software. International Journal for Research in Applied Science and Engineering Technology, 10(12), 1968–1972. https://doi.org/10.22214/ijraset.2022.48391

10. Vaishnavi, K., & Chandra, B. S. S. (2008). Effect of Varying Temperature Load on RCC Structure by Seismic Analysis. International Research Journal of Engineering and Technology, 666. www.irjet.n

The primary objective of this research is to evaluate structural stability using appropriate techniques, including standard configurations and the correct cross-sections for columns and beams. This involves developing preferred requirements for various support conditions, load types, and load combinations. It is noted that many buildings in India have been damaged or demolished by earthquakes, resulting in the loss of precious lives. The ability of structures to withstand major earthquakes is significantly improved by understanding how buildings respond to seismic activity and leveraging the expertise of engineers. This study examines the effects of different bracing systems (X- bracing bracing, inverted v bracing, k bracing) on the seismic performance of a building located in seismic Zone IV in India using STAAD Pro software. The analysis reveals that all bracing systems significantly control the lateral displacement of the frame. Designing an earthquake-resistant structure presents numerous challenges, especially in earthquake-prone areas. This research highlights the critical role of bracing systems in improving the seismic resilience of high-rise buildings in India.

Keywords : Seismic; Bracing System; Bending Moment; Shear Force; Storey Displacement; Storey Drift; Inverted V Bracing.

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