Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow

Pratibha Namdev Khillare; Prof. Satish S Manal

Pratibha Namdev Khillare, Prof. Satish S Manal | International Journal of Structural Engineering and Analysis | Vol 12, Issue 2

Abstract

The increasing demand for high-rise reinforced concrete (RCC) buildings in urban regions has made wind-load assessment an important aspect of structural design. In tall buildings, wind-induced lateral forces significantly affect serviceability performance, structural stability, and occupant comfort. Recent advancements in Building Information Modelling (BIM) and finite element–based structural analysis have improved the efficiency, accuracy, and interoperability of structural design workflows. The present study investigates the comparative wind response of a G+29 RCC residential building located in Indian Wind Zones III, IV, and V.A three-dimensional BIM model of the building was developed using Autodesk Revit, while finite element analysis was performed using Autodesk Robot Structural Analysis .The building considered in this study has a regular rectangular plan configuration of 15 m × 23 m and a total structural height of 90 m. To ensure reliable comparative evaluation, identical geometry, material properties, member dimensions, and loading conditions were maintained for all wind zones. Wind loads were applied in accordance with IS 875 (Part 3):2015 whereas dead loads and imposed loads were considered as per IS 875 (Part 1):1987 and IS 875 (Part 2):1987 respectively The structural response was evaluated using important serviceability parameters such as maximum storey displacement, average floor slab displacement, storey drift, and relative storey stiffness The analytical results revealed that lateral displacement and drift increased progressively with increasing wind intensity from Zone III to Zone V. The maximum top-storey displacement increased from 100.803 mm in Zone III to 115.595 mm in Zone IV and 152.931 mm in Zone V, representing increases of approximately 14.67% and 51.71% respectively. Similarly, higher storey drift values were observed in Zone V, indicating greater lateral flexibility under severe wind conditions. The study also showed that intermediate and upper storeys are more sensitive to wind-induced deformation The integrated BIM–FEM workflow adopted in this study proved effective in reducing modelling inconsistencies and improving analytical reliability for high-rise wind analysis]. The findings of this research can assist structural engineers in understanding the influence of wind-zone variation on tall RCC buildings and support serviceability-oriented preliminary design decisions.

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References

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How to cite this article

APA

Khillare, P. N., & Manal, P. S. S. (2026). Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow. International Journal of Structural Engineering and Analysis, 12(2).

MLA

Khillare, Pratibha Namdev, and Prof. Satish S Manal. “Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow.” International Journal of Structural Engineering and Analysis, vol. 12, no. 2, 2026.

Chicago

Pratibha Namdev Khillare, and Prof. Satish S Manal. “Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow.” International Journal of Structural Engineering and Analysis 12, no. 2 (2026).

Vancouver

Khillare PN, Manal PSS. Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow. International Journal of Structural Engineering and Analysis. 2026;12(2).

BibTeX

@article{KhillarePN2026,
author = {Pratibha Namdev Khillare and Prof. Satish S Manal},
title = {Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow},
journal = {International Journal of Structural Engineering and Analysis},
year = {2026},
volume = {12},
number = {2},
url = {https://journalspub.com/publication/ijsea/article=26129}
}