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Stream/Area:
-
Subject:
-
Paper ID:
10.55041/IJSREM56129
Volume:
10 |
1 |
Jan 2026
Pages:
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
The structural analysis and design of multi-storey residential buildings have become steeds more complicated due to the rapid growth of cities, the demand for safety being higher, and the codal requirements being more strict.The traditional methods of structural analysis were done manually, so they often took a long time and were easily affected by computational errors, especially when it came to indeterminate structures and lateral loading conditions. This review paper provides a detailed evaluation of previous works related to the analysis and design of G+4 and similar multi-storey residential buildings that have relied on computer-aided structural analysis software, with a special emphasis on STAAD.Pro. The studies subjected to review have centered on determining the behavior of structure under gravity, wind, and earthquake forces according to Indian Standard codes IS 456:2000, IS 875, and IS 1893. Programming parameters, which include bending moments, shear forces, axial forces, storey displacements, and deflections, are critically discussed. The literature demonstrates that the analysis involving software leads to accurate results, guarantees code compliance, and cuts down design time remarkably while also enhancing material usage through optimization. Besides this, the review points out the capability of STAAD.Pro in the areas of reinforcement detailing and serviceability checks. In the end, this paper insists on the dependability and the efficient use of STAAD.Pro for the design of low- to mid-rise residential buildings that are safe, economical, and sustainable.
KEYWORDS
Publication Date
1/22/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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The authors declare no conflict of interest related to this research work.
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