Scholarlink

Vulnerable regions in a structure are the first to experience the failure during an earthquake, typically because of discontinuities in mass, geometry, and stiffness. Such irregularities in structure plays a significant role in the development of modern urban infrastructure. Vertical irregularities are often the causes of structural collapse during seismic occurrence, making it crucial to understand their impact on a building’s seismic performance. The main goal of this study is to determine the most suitable and reliable systems for analysing structural results. Prior to the analysis, the designer must select between ETABS, SAP2000, or STAAD Pro. As preferred tool. To assess the effectiveness of these software tools, a comparative study is conducted on buildings with irregular geometries across different heights: GROUND + 5 STOREYS, GROUND + 10 STOREYS, GROUND + 15 STOREYS, and GROUND + 20 STOREYS.

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Analysis of Tall Structures Compared with Lateral Loads Using Software STAAD PRO, SAP 2000, and ETABS

  • 会议论文

  • 发表日期：

    2026年

查看全文
  • Ankit Verma,
  • Sarvesh Vyas,
  • Nitesh Kushwah,
  • Priyanka Dhurvey,
  • Chandra Prakash Gaur

摘要

Vulnerable regions in a structure are the first to experience the failure during an earthquake, typically because of discontinuities in mass, geometry, and stiffness. Such irregularities in structure plays a significant role in the development of modern urban infrastructure. Vertical irregularities are often the causes of structural collapse during seismic occurrence, making it crucial to understand their impact on a building’s seismic performance. The main goal of this study is to determine the most suitable and reliable systems for analysing structural results. Prior to the analysis, the designer must select between ETABS, SAP2000, or STAAD Pro. As preferred tool. To assess the effectiveness of these software tools, a comparative study is conducted on buildings with irregular geometries across different heights: GROUND + 5 STOREYS, GROUND + 10 STOREYS, GROUND + 15 STOREYS, and GROUND + 20 STOREYS.