|本期目录/Table of Contents|

[1]马晓董,陈天虹,虞祝帅.轻钢蒙皮结构墙板支撑钢柱的侧向稳定分析[J].建筑科学与工程学报,2008,25(02):111-115.
　MA Xiao-dong,CHEN Tian-hong,YU Zhu-shuai.Lateral Stability Analysis of Column of Light Steel Structure Under Stressed Skin Diaphragm[J].Journal of Architecture and Civil Engineering,2008,25(02):111-115.
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轻钢蒙皮结构墙板支撑钢柱的侧向稳定分析(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
25卷
期数:
2008年02期
页码:
111-115
栏目:
出版日期:
2008-06-20

文章信息/Info

Title:
Lateral Stability Analysis of Column of Light Steel Structure Under Stressed Skin Diaphragm
作者:
马晓董1,陈天虹1,虞祝帅2
1.浙江科技学院钢结构研究所,浙江杭州310012;2.国电机械设计研究院,浙江杭州310030
Author(s):
MA Xiao-dong1, CHEN Tian-hong1, YU Zhu-shuai2
1. Institute of Steel Structure, Zhejiang University of Science and Technology, Hangzhou 310012, Zhejiang, China; 2. State Power Machinery Research and Design Institute, Hangzhou 310030, Zhejiang, China
关键词:
组合体墙板;  支撑;  轻钢结构;  钢柱;  侧向稳定;  蒙皮效应
Keywords:
composite wallboard;  support;  light steel structure;  steel column;  lateral stability;  skin diaphragm effect
分类号:
TU392.5
DOI:
-
文献标志码:
A
摘要:
分析了组合体墙板的应力蒙皮效应对轻钢钢柱侧向稳定的影响,探讨了组合体墙板体系的3种等效弹性支撑刚度,运用势能驻值原理推导了考虑组合体墙板蒙皮效应的钢柱平面外计算长度系数,并给出了考虑该效应的柱顶临界轴力计算方法及组合体墙板的相应截面与规格要求。通过对计算结果的分析可知,该法作为组合体墙板设计方法是合理可行的,可为工厂设计提供参考。
Abstract:
The influence of lateral stability for the column of light steel structure when considering stressed skin diaphragm effect of composite wallboard was analyzed, and three equivalent elastic stiffnesses of support of composite wallboard system were discussed by using principle of stationary potential energy, and the computing length coefficients in outer plane of steel column were derived when considering skin diaphragm effect of composite wallboard. Meanwhile, the calculation method about critical axial force of column and the corresponding section as well as specifications of composite wallboard for lateral stressed skin diaphragm were gotten. The analysis results show that the method is rational and can provide reference for design of factories.

参考文献/References:

[1] DAVIES J M,BRYAN E R.Manual of Stressed Skin Diaphragm Design[M].New York:Granada Publishing Ltd,1982.
[2]季 渊,童根树.轻钢结构应力蒙皮设计研究综述[J].工业建筑,2002,32(12):61-63. JI Yuan,TONG Gen-shu.Research and Design of Stressed Skin Diaphragm in Light-weighted Structure[J].Industrial Construction,2002,32(12):61-63.
[3]陈友泉,王彦敏.轻钢结构蒙皮效应的应用探讨[J].建筑结构,2002,32(2):29-33. CHEN You-quan,WANG Yan-min.Introduction to the Application of the Sheeting Diaphragms on the Light Steel Structure[J].Building Structures,2002,32(2):29-33.
[4]CECS 102:2002,门式刚架轻型房屋钢结构技术规程[S]. CECS 102:2002,Technical Specification for Steel Structure of Light-weighted Building with Gabled Frames[S].
[5]龙莉萍,韦 松,崔 佳.自攻螺丝连接受力蒙皮抗剪性能试验研究[J].建筑结构学报,2004,25(2):39-43. LONG Li-ping,WEI Song,CUI Jia.Experimental Investigation on Shear Behavior of Stressed Skin Diaphragms Connect by Self-tapping Screws[J].Journal of Building Structures,2004,25(2):39-43.
[6]周 奎,卢 莎.轻钢蒙皮结构受剪承载力的试验研究[J].上海理工大学学报,2006,28(3):257-260. ZHOU Kui,LU Sha.Experimental Study on Shear Capacity of Stressed Diaphragm for Light-gauge Steel Structures[J].Journal of University of Shanghai for Science and Technology,2006,28(3):257-260.

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备注/Memo

备注/Memo:
收稿日期:2008-01-05
作者简介:马晓董(1963-),男,浙江杭州人,副教授,工学硕士,E-mail:mxd1963@163.com。
更新日期/Last Update: 2008-06-20