|本期目录/Table of Contents|

[1]关建,王元清,张勇,等.不锈钢结构螺栓连接节点设计方法比较[J].建筑科学与工程学报,2012,29(01):115-120.
 GUAN Jian,WANG Yuan-qing,ZHANG Yong,et al.Comparisons of Design Methods for Bolted Connection of Stainless Steel Structures[J].Journal of Architecture and Civil Engineering,2012,29(01):115-120.
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不锈钢结构螺栓连接节点设计方法比较(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
29卷
期数:
2012年01期
页码:
115-120
栏目:
出版日期:
2012-03-30

文章信息/Info

Title:
Comparisons of Design Methods for Bolted Connection of Stainless Steel Structures
作者:
关建1,王元清2,3,张勇1,石永久2,3
1. 北京交通大学 土木建筑工程学院,北京 100044; 2. 清华大学 土木工程安全与耐久教育部 重点实验室,北京 100084; 3. 清华大学 土木工程系,北京 100084
Author(s):
GUAN Jian1, WANG Yuan-qing2,3, ZHANG Yong1, SHI Yong-jiu2,3
1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing 100084, China; 3. Department of Civil Engineering, Ts
关键词:
不锈钢结构 螺栓连接 设计方法 承载力
Keywords:
stainless steel structure bolt connection design method bearing capacity
分类号:
TU391
DOI:
-
文献标志码:
A
摘要:
根据欧洲规范EN 1993-1-4:2006、美国规范ASCE/SEI 8-02、澳大利亚和新西兰规范AS/NZS 4673:2001、日本不锈钢建筑结构设计标准以及中国规范GB 50017—2003对不锈钢结构螺栓连接的设计进行了对比分析,包括连接板的净截面承载力和承压承载力以及螺栓连接的受剪、受拉承载力和剪力拉力联合作用承载力,并对算例计算结果进行了比较。结果表明:欧洲规范设计计算结果较为详尽,日本不锈钢建筑结构设计标准设计规定较为全面,中国规范GB 50017—2003不适合直接用来计算不锈钢结构螺栓连接,需要进行系统的研究。
Abstract:
According to European Code EN 1993-1-4:2006, American Code ASCE/SEI 8-02, Australian/New Zealand Code AS/NZS 4673:2001, Japanese Design Code for Stainless Steel Structure, and Chinese Code GB 50017—2003, bolted connection for stainless steel was contrasted in the design process, including the bearing capacity of net cross-section, the bearing capacity, the shear capacity, the tensile bearing capacity of the bolt connection, and the bearing capacity under combined shear and tension. The related example in calculation was given and the results of the design were compared. The results show that the calculation results in design of European Code is detailed, the Japanese Design Code for Stainless Steel Structure is relatively comprehensive, and it is not proper that GB 50017—2003 is applied in the design of bolt connections in stainless steel structures. Further systematic research should be carried out.

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备注/Memo

备注/Memo:
收稿日期:2011-11-19
基金项目:北京市自然科学基金项目(8112018)
作者简介:关 建(1986-),女,辽宁本溪人,工学硕士研究生,E-mail:guanjian2105@126.com。
更新日期/Last Update: 2012-03-20