# [1]许琪楼,姜锐,龙晔君.三边支承一边自由的矩形板弯曲[J].郑州大学学报(工学版),1997,18(03):5-16. 　Xu Qilou,Jiang Rui,Long Yanjun.The rectangular board of the three sides of the branch bending[J].Journal of Zhengzhou University (Engineering Science),1997,18(03):5-16. 点击复制 三边支承一边自由的矩形板弯曲() 分享到： var jiathis_config = { data_track_clickback: true };

18卷

1997年03期

5-16

1997-07-30

## 文章信息/Info

Title:
The rectangular board of the three sides of the branch bending

Author(s):
Zhengzhou University of Technology, Department of Civil Construction, Henan Province Light Industry School

Keywords:

A

Abstract:
The unified calculation mode solves the six rectangular boards that are free on one side of the three sides of the branches on the plate surface. They are loaded on the plate surface, and the triangle distributed loads. The free edge function distributed shear, distributed bending moment, concentrated force, or concentrated bending moment. Calculation shows that this solution is fast, and the calculation accuracy is high.

## 相似文献/References:

[1]许琪楼,白杨,王海..一边支承矩形板弯曲精确解法[J].郑州大学学报(工学版),2004,25(02):23.[doi:10.3969/j.issn.1671-6833.2004.02.006]
Xu Qilou,Poplar,Wang Hai.One side supports the precise solution of rectangular plate bending[J].Journal of Zhengzhou University (Engineering Science),2004,25(03):23.[doi:10.3969/j.issn.1671-6833.2004.02.006]
[2]许琪楼,姜锐,唐国明.一边简支一角点或二角点支承的矩形板弯曲统一求解方法[J].郑州大学学报(工学版),1998,19(01):52.
[J].Journal of Zhengzhou University (Engineering Science),1998,19(03):52.
[3]姜锐,许琪楼,李芳.一对边支承另一对边自由的矩形板弯曲[J].郑州大学学报(工学版),1998,19(04):47.
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[4]韩菊红,丁自强,单伟.钢筋混凝土四边简支矩形板支座反力的试验研究[J].郑州大学学报(工学版),1997,18(04):17.
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