| 高层建筑结构考虑楼板变形计算的超元法 |
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| 引用本文： | 李从林,程耀芳,张同亿. 高层建筑结构考虑楼板变形计算的超元法[J]. 建筑结构, 2000, 0(2) |
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| 作者姓名： | 李从林 程耀芳 张同亿 |
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| 作者单位： | 兰州铁道学院土木工程系 730070(李从林,程耀芳),兰州铁道学院土木工程系 730070(张同亿) |
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| 摘 要： | 提出高层建筑结构考虑楼板变形计算的超级单元法,即将每片抗侧力结构视为一根等效柱,楼板视为深梁,整个结构可按固定在地面上的十字交叉梁系,用矩阵位移法进行空间整体分析,自由度很少,计算简便.
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| 关 键 词： | 高层建筑结构 楼板变形 超无法 空间分析 |
Super Element Method for Tall Building Structures |
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| Li Conglin Cheng Yaofang Zhang Tongyi. Super Element Method for Tall Building Structures[J]. Building Structure, 2000, 0(2) |
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| Authors: | Li Conglin Cheng Yaofang Zhang Tongyi |
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| Affiliation: | Li Conglin Cheng Yaofang Zhang Tongyi |
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| Abstract: | The super element method for tall building structures considering floor deformations is presented, i.e. the laterally loaded structures are thought of as equivalent columns and floors as deep beams. Whole structure is thought of as grillage beams system supproted on soil and analyzed by matrix displacements method. The method is simpler in calculation and programing. |
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| Keywords: | tall building structure floor deformation super element method |
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