| 夹芯复合墙板在水平荷载作用下变形的有限元分析 |
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| 引用本文： | 李九阳,王莹,刘娜. 夹芯复合墙板在水平荷载作用下变形的有限元分析[J]. 工业建筑, 2010, 40(12) |
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| 作者姓名： | 李九阳 王莹 刘娜 |
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| 作者单位： | 长春工程学院土木工程学院,长春,130012;长春工程学院土木工程学院,长春,130012;长春工程学院土木工程学院,长春,130012 |
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| 摘 要： | 利用有限元程序对夹芯复合墙板在水平荷载作用下的变形进行分析,探讨墙板结构层厚度、水平桁架、纵向桁架、钢筋网作为主要参数变化时对墙板变形的影响。分析得出:影响墙板刚度的主要因素是结构层厚度,其次是水平桁架,其他因素影响较小。该结论为新型复合墙板的研发提供了理论依据。
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| 关 键 词： | 墙板 水平荷载 桁架 变形 |
FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF COMPLEX WALL CLADDING IN HORIZONTAL LOAD |
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| Li Jiuyang,Wang Ying,Liu Na. FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF COMPLEX WALL CLADDING IN HORIZONTAL LOAD[J]. Industrial Construction, 2010, 40(12) |
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| Authors: | Li Jiuyang Wang Ying Liu Na |
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| Abstract: | Utilizing finite element program,this article analyze displacements of complex wall cladding in horizontal load,discusses the influence of thickness of structural layer,horizontal truss,vertical truss and steel net,it has been found by analysis that the main influence factor of wall cladding stiffness is thickness of structural layer,second factor is horizontal truss,other factors have less influence,it provides a theoretic basis for development of new type of complex wall cladding. |
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| Keywords: | complex wall cladding horizontal load truss displacement |
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