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不同边界空腹夹层板在纵横载荷作用下的挠度

The deflection of open-web sandwich plate with different boundary conditions under longitudinal and lateral loads
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摘要 针对建筑工程中作为楼盖的剪力键式空腹夹层板具有不同边界条件的现状,以对边固定、对边简支为例,说明不同边界条件的剪力键式空腹夹层板在纵横荷载共同作用下的挠度计算方法,指出其他各种边界条件的挠度计算公式可按该文思路导出。 In view of the situations of shear blocks dowelled open web sandwich plate, which has different boundary conchnons when is used as floor in building engineering, the calculation method of deflection of shear blocks dowelled open web sandwich plate with different boundary conditions under actions combined longitudinal and lateral loads are introduced taken two situations of fixation and simply support of opposite edge as example. Author points out that the deflection calculation formula under other boundary conditions can be derived according to the idea in this paper.
作者 张煜 秦永留
出处 《山西建筑》 2010年第3期67-68,共2页 Shanxi Architecture
关键词 剪力键式空腹夹层板 纵向载荷 横向载荷 挠度 shear blocks dowelled open web sandwich plate longitudinal load lateral load deflection
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参考文献2

  • 1张煜 秦永留.空腹夹层板在纵横荷载共同作用下的挠度.山西建筑,2006,32(3):79-80.
  • 2徐芝纶.弹性力学[M].北京:人民教育出版社,1979年..

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