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矩形宏单元内蕴模型在板-梁-柱体系内力影响面问题中的应用

AN INTRINSIC MODEL OF RECTANGULAR MACRO ELEMENT AND ITS APPLICATION TO THE PROBLEMS OF INFLUENCE SURFACE IN PLATE-BEAM-COLUMN SYSTEMS

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【作者】 王进忠; 何长华;

【Author】 Wang Jinzhong(Tianjin University) He Changhua (Electric Power Construction Institute, Ministry of Energy Resources)

【机构】 天津大学; 能源部电建所;

【摘要】 为建立薄板内力的影响面,作者首次提出矩形宏单元的内蕴模型,并推导了相应的广义荷载公式。算例表明,本文方法具有计算精度高、占用内存少等优点,对承受移动荷载的板—梁—柱结构,诸如双向连续桥面板、高桩码头无梁板等效果尤为突出。

【Abstract】 To establish the influence surface of resultants R for thin plates, a intrinsic model of rectangular macro element is proposed and a number of formulae for generalized distributive loadings are derived first in this paper which has advantages in high computational accuracy and low memory space, especially used in plate-beam-column systems subjected to moving load, such as two-dimentional continuous plates in highway bridge and flat slabs in piled jetty engineering.

  • 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,1993年06期
  • 【下载频次】41
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