| 钢筋混凝土空腹夹层板整体稳定分析 |
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| 引用本文： | 马克俭,肖建春.钢筋混凝土空腹夹层板整体稳定分析[J].贵州工业大学学报(自然科学版),1997,26(4):16-23. |
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| 作者姓名： | 马克俭 肖建春 |
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| 作者单位： | 贵州工业大学空间结构研究所 |
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| 摘 要： | 多，高层建筑中的楼盖结构体系是连接各竖向抗侧力构件，在水平荷载作用下，通过楼盖起空间作用，从而形成悬臂式空间三维结构。楼盖平面内刚度是空间作用的关键。空腹夹层板是一种新型空间板片结构，它的整体稳定是刚度的重要保证，本文通过此类板的稳定分析，求出其临界荷载。
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| 关 键 词： | 临界荷载 空腹夹层板 钢筋混凝土 整体稳定性 |
ANALYSIS OF OVERALL BUCKLING OF RC OPEN-WEB SANDWICH PLATES |
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| Ma Kejian,Xiao Jianchun.ANALYSIS OF OVERALL BUCKLING OF RC OPEN-WEB SANDWICH PLATES[J].Journal of Guizhou University of Technology(Natural Science Edition),1997,26(4):16-23. |
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| Authors: | Ma Kejian Xiao Jianchun |
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| Abstract: | The floors in multistorey and tall buildings play the role of connecting all structural members resisting horizontal forces,which help to form three-dimentional spatial structures.The stiffness of the floors is most important to the buildings.Open-web sandwich plates,the overall stability of which ensures the required stiffness,constitute a new pattern of spatial plate structure.In this paper,the overall buckling of RC open-web sandwich plates is analysed and the critical load of the plates is given.Numerical examples show that open-web sandwich plates have greater stability.. |
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| Keywords: | overall stability critical load open-web sandwich plate |
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