Scholarlink

<p>This research proposes a novel concept for evaluating seismic drift of single bay 4 and 6-storied reinforced concrete (RC) structures by varying inter-storey heights and span lengths. The equivalent static procedure is used for the calculation of seismic force coefficient for the numerical analysis to achieve this goal. The minimum difference of verification result between previous shake table test and present numerical analysis is obtained to be 1.4%, which may represent a good level of accuracy of the numerical analysis. The inter-storey drift of 6-storied structure is decreased at a rate of (52.2 ~ 59) % from the 4-storied structure by varying inter-storey heights. Also, the inter-storey drift is reduced at a range of (1 ~ 4.1) % by varying span lengths. So, variable span lengths are little impact on the seismic drift compared to the inter-storey heights. The maximum drifts of 4 and 6-storied structures are obtained to be 48.5 and 64.3&#xa0;mm, respectively, from the numerical analysis results. However, there is a scope to enhance this research in future by conducting response spectrum and nonlinear static analyses to consider multi-bays with plan irregularity.</p>

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

Numerically predicting influence of storey height on seismic drift of RC buildings

  • 期刊论文

  • 出版模式：

    开放获取

  • 发表日期：

    2025年3月25日

查看全文
  • Md. Foisal Haque,
  • Md. Waliur Rahman Akash,
  • Sharif Hasan

摘要

This research proposes a novel concept for evaluating seismic drift of single bay 4 and 6-storied reinforced concrete (RC) structures by varying inter-storey heights and span lengths. The equivalent static procedure is used for the calculation of seismic force coefficient for the numerical analysis to achieve this goal. The minimum difference of verification result between previous shake table test and present numerical analysis is obtained to be 1.4%, which may represent a good level of accuracy of the numerical analysis. The inter-storey drift of 6-storied structure is decreased at a rate of (52.2 ~ 59) % from the 4-storied structure by varying inter-storey heights. Also, the inter-storey drift is reduced at a range of (1 ~ 4.1) % by varying span lengths. So, variable span lengths are little impact on the seismic drift compared to the inter-storey heights. The maximum drifts of 4 and 6-storied structures are obtained to be 48.5 and 64.3 mm, respectively, from the numerical analysis results. However, there is a scope to enhance this research in future by conducting response spectrum and nonlinear static analyses to consider multi-bays with plan irregularity.