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
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
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 :
- Ahmed Shariff, M., & Student, B. (2019). Seismic Analysis of Multistorey Building with Bracings using ETABS. https://doi.org/10.15680/IJIRSET.2019.0805065
- Baikerikar, A., & Kanagali, K. (n.d.). Seismic Analysis of Reinforced Concrete Frame with Steel Bracings. www.ijert.org
- 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.
- 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
- 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
- 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.
- 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
- 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
- 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.