Comparison of Storey Drift, Storey Displacement & Base Shear for Different Structural Systems

  Javed Ul Islam,  Ishfaq Ul Abass,  Vivek kumar Meena,  Naveen Kakrora,  Sachin Meena

In the current age, with the development of skyscraper buildings, earthquake engineering has a vital role to play in designing. In skyscraper structural design, lateral load ((i.e. wind or earthquake loads) are mainly responsible for storey drift & base shear. Shear wall & bracing system are provided as a structural element used to resist lateral forces parallel to the plane of the wall. Shear wall & bracing have highly in plane stiffness and strength which can be used to simultaneously resist the base shear and storey displacement. The main objectives of this study are to compute the; a) Storey drift & storey displacement for different models. b) Lateral load & base shear for different models. In this research analysis of G+9 & G+19 RC-frame with and without shear wall & bracing structures are taken into considerations using the STADD Pro. The various parameters are taken as storey drift, storey displacement & base shear.

Keywords- Skyscraper, Shear Wall, Bracing, Storey Drift, Storey Displacement, Base shear

Unique Identification Number - IJEDR2101017
Page Number(s) - 140-146
Pubished in - Volume 9 | Issue 1 | January 2021
DOI (Digital Object Identifier) -   
Publisher - IJEDR (ISSN - 2321-9939)

  Javed Ul Islam,  Ishfaq Ul Abass,  Vivek kumar Meena,  Naveen Kakrora,  Sachin Meena,   "Comparison of Storey Drift, Storey Displacement & Base Shear for Different Structural Systems", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.9, Issue 1, pp.140-146, January 2021, Available at :http://www.ijedr.org/papers/IJEDR2101017.pdf