[1]张正国.斜对接焊缝强度计算问题——钢结构设计规范讨论[J].郑州大学学报(工学版),1991,12(01):55-58.
 Zhang Zhengguo,Calculation problem of obliquely connected welds -Discussion on Steel Structure Design Specifications[J].Journal of Zhengzhou University (Engineering Science),1991,12(01):55-58.
点击复制

斜对接焊缝强度计算问题——钢结构设计规范讨论()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
12
期数:
1991年01期
页码:
55-58
栏目:
出版日期:
1991-03-28

文章信息/Info

Title:
Calculation problem of obliquely connected welds -Discussion on Steel Structure Design Specifications
作者:
张正国;
郑州工学院应力分析及抗震研究室,
Author(s):
Zhang Zhengguo;
Zhengzhou Institute of Technology Stress Analysis and Earthquake Resistance Research Office,
关键词:
钢结构焊缝强度结构设计设计规范
Keywords:
Steel structure welded strength structural design design specifications
文献标志码:
A
摘要:
本文针对钢结构设计规范中关于“斜对接焊缝强度计算”的规定,分析了它的来源.通过分析斜对接焊缝的实际受力情况,提出了规范规定的错误和纠正方法.
Abstract:
This article analyzes its source of its sources on the design specifications of the steel structure design specifications. It analyzes its source. By analyzing the actual force of the oblique docking welds, it proposes the method of errors and correction of regulatory regulations.

相似文献/References:

[1]郭琦,贺拴海..基于全寿命理念的公路桥梁钢结构抗疲劳设计[J].郑州大学学报(工学版),2007,28(03):33.[doi:10.3969/j.issn.1671-6833.2007.03.009]
 GUO Qi,He Jihai.Anti-fatigue design of highway bridge steel structure based on the concept of full life[J].Journal of Zhengzhou University (Engineering Science),2007,28(01):33.[doi:10.3969/j.issn.1671-6833.2007.03.009]
[2]苗同臣,罗国军,朱明霞,等.钢结构节点角钢连接计算[J].郑州大学学报(工学版),2001,22(03):28.[doi:10.3969/j.issn.1671-6833.2001.03.008]
 Miao Tongchen,Luo Guojun,ZHU Mingxia,et al.Calculation of angle steel connection of steel structure joints[J].Journal of Zhengzhou University (Engineering Science),2001,22(01):28.[doi:10.3969/j.issn.1671-6833.2001.03.008]

更新日期/Last Update: 1900-01-01