首页> 外文会议>New Olympics New Shell and Spatial Structures >NUMERICAL SIMULATION FOR CONSTRUCTION PROCESS OF TENSILE STRUCTURES
【24h】

NUMERICAL SIMULATION FOR CONSTRUCTION PROCESS OF TENSILE STRUCTURES

机译:拉伸结构施工过程的数值模拟

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Long-span tensile structures are used widely in Olympic Games and World Cup stadiums. But constructionrncontrol is a difficult and important problem. For large deformation occurs with rigid body displacement in theirrnforming process. The reason that large deformation occurs is that tensile structures in construction process arerngeometric changeable structures. Tensile structures are different from normal structures because rigidity ofrntensile structures come from prestress which is introduced through construction. In the course of introducingrnprestress, for the interrelationship of cables, it’s difficult to obtain the designed stage through tensioning cablesrnonly one time. The construction process has an intensive relationship with the design. Especially the project ofrnintroducing prestress directly determines whether the designed prestress equilibrium can be obtained. So,rnconstruction analysis is necessary for tensile structures. In this paper, 3 states in forming process of tensilernstructures are divided, which are zero prestress state, construction state and initial prestress state. And the inversernprocess analysis method is proposed which can simulate tensile structures construction procedure. Through thernmethod, the tensile force and deformation in the course of construction of a tensile structure can be obtained. Thernappropriate construction project, which is simple and economical, can be selected through calculation results ofrndifferent tension orders. At the same time, the designed prestress can be obtained through tensioning one timernand cable force needn’t to be adjusted many times. Interrelationship of members forces are considered in thernmethod. And tension forces in every step of construction are obtained through the method. An example indicatesrnthat the inverse process analysis method can be used to analyse the construction process of tensile structures.
机译:大跨度抗拉结构广泛用于奥运会和世界杯体育场。但是施工控制是一个困难而重要的问题。对于大变形,刚体在变形过程中会发生位移。发生大变形的原因是施工过程中的抗拉结构是几何可变的结构。拉伸结构不同于普通结构,因为拉伸结构的刚度来自于通过施工引入的预应力。在引入预应力的过程中,由于电缆之间的相互关系,仅通过一次张紧电缆就很难获得设计阶段。施工过程与设计有着密切的关系。特别是引入预应力的项目直接决定了能否获得设计的预应力平衡。因此,抗拉结构的结构分析是必要的。本文将张拉结构的形成过程分为三个状态,分别为零预应力状态,施工状态和初始预应力状态。提出了可模拟张拉结构施工过程的逆过程分析方法。通过该方法,可以得到在拉伸结构的构建过程中的拉伸力和变形。可以通过不同张力等级的计算结果来选择最合适,最简单,最经济的建设项目。同时,可以通过张紧一个时间来获得设计的预应力,而无需多次调整缆索力。方法中考虑了成员部队的相互关系。通过该方法可以得到施工各个步骤的拉力。算例表明,逆过程分析法可用于张拉结构的施工过程分析。

著录项

  • 来源
  • 会议地点 Beijing(CN)
  • 作者

    LI Bo; Qing-Shan YANG;

  • 作者单位

    PhD Student, School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;

    Professor, School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 TU984.113;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号