单跨配筋砌体框支转换梁的有限元分析

GUO Yuan-xiang; CAI Jian; HOU Sheng-li; PAN Dong-hui

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单跨配筋砌体框支转换梁的有限元分析

更新时间：2026-05-27

- 单跨配筋砌体框支转换梁的有限元分析
- Vol. 24, Issue 4, Pages: 95-99(2007)
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- Published：2007
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郭远翔, 蔡健, 侯胜利, 潘东辉. 单跨配筋砌体框支转换梁的有限元分析[J]. 广东工业大学学报, 2007, 24(4): 95-99.

GUO Yuan-xiang, CAI Jian, HOU Sheng-li, et al. 单跨配筋砌体框支转换梁的有限元分析[J]. 2007, 24(4): 95-99.
郭远翔, 蔡健, 侯胜利, 潘东辉. 单跨配筋砌体框支转换梁的有限元分析[J]. 广东工业大学学报, 2007, 24(4): 95-99. DOI：

GUO Yuan-xiang, CAI Jian, HOU Sheng-li, et al. 单跨配筋砌体框支转换梁的有限元分析[J]. 2007, 24(4): 95-99. DOI：

摘要

针对常用材料和构件几何尺寸进行正交设计

用三维实体单元建立单跨配筋砌体框支转换梁结构的三维实体分析模型

运用ANSYS程序对其进行有限元分析

得到设计控制截面的内力数据并进行了直观分析和方差分析

摸清配筋砌体框支转换梁结构的受力特点和影响内力的主要因素

由回归分析给出内力近似计算公式. 更多还原

Abstract

The finite element analysis of the single-span reinforced masonry structure supported on frame is carried on using the computer program of ANSYS.The transfer members with popular materials and geometric size are arranged according to the orthogonal rules.Based on the results of the audio-visual analysis and the variance analysis for the inner forces of transfer members

mechanical characteristics of the transfer beam structure are investigated and the most important factors affecting the inner forces of transfer members are ascertained.The approximate calculated formulas of the inner forces are given

which provides a theoretical reference for the design of the reinforced masonry structure supported on frame.

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references

章关福,刘永峰,丁勤,周海波,刘纪芬. 18层小型砌块配筋砌体房屋设计研究[J]. 建筑砌块与砌块建筑. 2001(03)

牛长山,徐通模编.试验设计与数据处理[M]. 西安交通大学出版社, 1988

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