部分预应力混凝土多层大跨度双向梁板结构的设计研究

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部分预应力混凝土多层大跨度双向梁板结构的设计研究

更新时间：2023-11-28

- 部分预应力混凝土多层大跨度双向梁板结构的设计研究
- Journal of Civil and Environmental Engineering Vol. 19, Issue 3, Pages: 23-30(1997)
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- DOI：10.11835/j.issn.1674-4764.1997.03.004
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- Published：1997
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[J]. Journal of Civil and Environmental Engineering, 1997, 19(3): 23-30.
DOI：

[J]. Journal of Civil and Environmental Engineering, 1997, 19(3): 23-30. DOI： 10.11835/j.issn.1674-4764.1997.03.004.

摘要

用梁格优化布置、支座内力调整、并联张拉等方法，对三个相同柱网的跨度部分预应力双向梁板结构进行了设计研究和现场测试，从而改善了双向梁板的受力分布、降低了梁高、节省了材料、使大跨度结构设计前进了一步。

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