2015, 7(1): 99-102.
PKPM软件中钢筋混凝土柱双偏压配筋设计方法
中国建筑科学研究院，北京 100013 |
Design Method for Reinforced Concrete Columns under Biaxially Eccentric Loads in PKPM Software
China Academy of Building Research, Beijing 100013, China |
引用本文:
常丽娟, 刘岩. PKPM软件中钢筋混凝土柱双偏压配筋设计方法[J]. 土木建筑工程信息技术,
2015, 7(1): 99-102.
Citation:
Chang Lijuan, Liu Yan. Design Method for Reinforced Concrete Columns under Biaxially Eccentric Loads in PKPM Software[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2015, 7(1): 99-102.
摘要:双向偏心受压构件的承载力计算是钢筋混凝土结构设计中比较复杂的一项计算，常用结构分析设计软件来进行计算，本文对PKPM软件中的钢筋混凝柱双偏压计算分析和配筋设计作了详细介绍，可以作为使用PKPM进行结构设计时的参考。
Abstract: Calculation of the biaxial eccentric compression member capacity is a complication in reinforced concrete structures design. This kind of calculation is usually performed by structural analysis and design software. This article presents a detailed description about the calculation analysis and the reinforcement design of reinforced concrete columns under biaxially eccentric loads in the PKPM software, which can be used as a reference for structure design when using the PKPM software.
| [1] |
GB 50010-2010. 混凝土结构设计规范. 北京: 中国建筑工业出版社, 2010. |
| [2] | |
| [3] |
中国建筑科学研究院.PKPM结构软件施工图设计详解[M].北京:中国建筑工业出版社, 2009. |
计量
- PDF下载量(12)
- 文章访问量(943)
- HTML全文浏览量(557)
