首页> 外文期刊>东华大学学报(英文版) >Determination Method on Initial Pretension of Cables in Steel Mega Frame and Prestressed Composite Bracing Structure
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Determination Method on Initial Pretension of Cables in Steel Mega Frame and Prestressed Composite Bracing Structure

机译:钢巨型框架和预应力组合支撑结构中电缆初始预应力的确定方法。

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摘要

Determining initial pretension values of pre-stressed cables is one of the key problems for a steel mega frame and pre-stressed composite bracing structure.Through the mechanical analysis of the composite bracing under vertical loading,the critical factors deciding the initial pretention value were found.According to these factors,a rule for the initial pretension value was put forward.The determination equations were acquired based on the principle of force equilibrium at nodes.The numerical results indicate that the internal force disequilibrium in composite bracings resulted from symmetrical load can be eliminated only in a symmetrical way,so that initial pretention values are decided only by vertical loads.The influencing coefficient leveling method,taking into account interactions between story and story,is accurate and feasible.

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  • 来源
    《东华大学学报(英文版)》 |2013年第6期|455-460|共6页
  • 作者单位

    School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China;

    School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China;

    School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 预应力钢结构;
  • 关键词

  • 入库时间 2022-08-19 03:42:31
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