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钢索结构计算的有限分析法

A Finite Analysis Calculation Method of the Wire Rope Structure

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【作者】 姜清海郭金基宁松凯张开成陈海蔡明

【Author】 JIANG Qing_hai\+1,GUO Jin_ji\+2,NING Song_kai\+1,ZHANG Kai_cheng\+1,CHEN Hai\+2,CAI Ming\+2 (1.Zhongshan Shengxing Curtain Wall Co.Ltd,Zhongshan 528412,China; 2.Department of Applied Mechanics and Engineering,Sun Yat_sen(Zhongshan) University,Guangzhou

【机构】 中山盛兴幕墙有限公司中山大学应用力学与工程系中山大学应用力学与工程系 广东中山528412广东广州510275广东中山528412广东广州510275

【摘要】 阐述钢索结构的内力及位移计算的有限分析法。将钢索分成任意小单元 ,建立小单元受力的平衡方程和位移方程 ,利用钢索端部边界条件和单元体之间内力及位移的连接条件 ,建立初参数的传递矩阵化为数值解。还研制计算机软件用逐次逼近法进行数值计算 ,最后给出了算例。

【Abstract】 A finite analysis calculation method of the internal force and displacement on the wire rope structure is presented.The wire rope is divided into a series of discretional units,and the equations of the balance and displacement in those units are constituted.With the confined condition on the top of the wire rope and the connected condition on the internal force and displacement between those units,the transfer matrix of the original parameter is computed and evolved as well as the numerical value.By the method of gradual approach,the computer software is developed for the calculation of the numerical value.Finally,two applied examples of the wire rope structure are introduced.

  • 【文献出处】 中山大学学报(自然科学版) ,Acta Scientiarum Naturalium Universitatis Sunyatseni , 编辑部邮箱 ,2002年05期
  • 【分类号】TP391.75
  • 【被引频次】14
  • 【下载频次】142
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