COMPARATIVE ANALYSIS OF HIGH-RISE DIAGRID STRUCTURES WITH DIFFERENT PLAN SHAPES (RECTANGULAR AND PLUS SHAPE) IN SEISMIC ZONE III UNDER STATIC, RESPONSE SPECTRUM AND WIND ANALYSIS
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2026
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| _version_ | 1866901398889693184 |
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| author | Sejal Anil Somankar, Dr. Nagesh Lahu Shelke |
| author_facet | Sejal Anil Somankar, Dr. Nagesh Lahu Shelke |
| contents | <p>High-rise buildings are increasingly being constructed in urban areas due to rapid <br>population growth and limited land availability. The structural system plays a significant role in <br>ensuring the stability, safety, and efficiency of such tall structures. Among the modern structural <br>systems, the diagrid system has gained significant attention because of its ability to efficiently <br>resist lateral loads through a network of diagonal members, reducing the requirement of <br>conventional vertical columns. The diagrid system improves structural stiffness, architectural <br>flexibility, and overall performance of high-rise buildings under seismic and wind forces. <br>This study presents a comparative analysis of high-rise buildings with diagrid structural <br>systems having different plan configurations, namely rectangular and plus (+) shapes, located in <br>Seismic Zone III. The primary objective of the study is to evaluate and compare the structural <br>behavior of these plan shapes under lateral loads. The analysis is carried out by considering the <br>same building height and structural parameters for both configurations to ensure a consistent <br>basis for comparison. </p> |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_18955126 |
| institution | Zenodo |
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| publishDate | 2026 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | COMPARATIVE ANALYSIS OF HIGH-RISE DIAGRID STRUCTURES WITH DIFFERENT PLAN SHAPES (RECTANGULAR AND PLUS SHAPE) IN SEISMIC ZONE III UNDER STATIC, RESPONSE SPECTRUM AND WIND ANALYSIS Sejal Anil Somankar, Dr. Nagesh Lahu Shelke <p>High-rise buildings are increasingly being constructed in urban areas due to rapid <br>population growth and limited land availability. The structural system plays a significant role in <br>ensuring the stability, safety, and efficiency of such tall structures. Among the modern structural <br>systems, the diagrid system has gained significant attention because of its ability to efficiently <br>resist lateral loads through a network of diagonal members, reducing the requirement of <br>conventional vertical columns. The diagrid system improves structural stiffness, architectural <br>flexibility, and overall performance of high-rise buildings under seismic and wind forces. <br>This study presents a comparative analysis of high-rise buildings with diagrid structural <br>systems having different plan configurations, namely rectangular and plus (+) shapes, located in <br>Seismic Zone III. The primary objective of the study is to evaluate and compare the structural <br>behavior of these plan shapes under lateral loads. The analysis is carried out by considering the <br>same building height and structural parameters for both configurations to ensure a consistent <br>basis for comparison. </p> |
| title | COMPARATIVE ANALYSIS OF HIGH-RISE DIAGRID STRUCTURES WITH DIFFERENT PLAN SHAPES (RECTANGULAR AND PLUS SHAPE) IN SEISMIC ZONE III UNDER STATIC, RESPONSE SPECTRUM AND WIND ANALYSIS |
| url | https://doi.org/10.5281/zenodo.18955126 |