Dynamic Analysis of Tall Buildings Using Diagrid Structural Systems for Seismic and Wind Resistance
  • Author(s): Sejal Anil Somankar; Dr. Nagesh Lahu Shelke
  • Paper ID: 1717600
  • Page: 729-735
  • Published Date: 08-05-2026
  • Published In: Iconic Research And Engineering Journals
  • Publisher: IRE Journals
  • e-ISSN: 2456-8880
  • Volume/Issue: Volume 9 Issue 11 May-2026
Abstract

Rapid urbanization and increasing land scarcity have led to the development of high-rise structures, where lateral load resistance becomes a governing design criterion. The diagrid structural system has emerged as an efficient alternative due to its superior stiffness, reduced material usage, and architectural flexibility. This study investigates the structural behaviour of 48-storey steel diagrid buildings with three plan configurations plus (+), rectangular, and L-shape located in Seismic Zone III. The analysis includes linear static, response spectrum, and wind load analysis using ETABS software. Parameters such as storey displacement, storey drift, and storey shear are evaluated for different diagrid module configurations (2, 4, 6, and 8 storeys). The study aims to determine the optimum diagrid angle for improved structural performance. Results indicate that diagrid systems significantly reduce displacement and drift compared to conventional systems, with optimal performance observed within a specific range of diagrid angles.

Keywords

Diagrid Structure, High-Rise Buildings, Seismic Analysis, Storey Drift, ETABS, Structural Optimization

Citations

IRE Journals:
Sejal Anil Somankar, Dr. Nagesh Lahu Shelke "Dynamic Analysis of Tall Buildings Using Diagrid Structural Systems for Seismic and Wind Resistance" Iconic Research And Engineering Journals Volume 9 Issue 11 2026 Page 729-735 https://doi.org/10.64388/IREV9I11-1717600

IEEE:
Sejal Anil Somankar, Dr. Nagesh Lahu Shelke "Dynamic Analysis of Tall Buildings Using Diagrid Structural Systems for Seismic and Wind Resistance" Iconic Research And Engineering Journals, 9(11) https://doi.org/10.64388/IREV9I11-1717600