Research On the Ultimate bearing Capacity for Steel Tubular Transmission Tower's Joints with Annular Plate

被引：8

作者：

Lv, Baohua ^{[1
]}

Chen, Zequn ^{[2
]}

Li, Hui ^{[2
]}

Guan, Shunqing ^{[1
]}

Li, Xiaolu ^{[2
]}

Zhang, Ling ^{[2
]}

机构：

[1] Northwest Elect Power Design Inst, Xian 710075, Peoples R China

[2] Xi An Jiao Tong Univ, Natl Key Lab Strength & Vibrat, Xian 710049, Peoples R China

来源：

PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷

关键词：

Steel tubular transmission tower; Tubular-gusset joints; Annular plate; Ultimate bearing capacity; Parametric study; STRENGTH; CONNECTIONS;

D O I：

10.4028/www.scientific.net/AMM.166-169.379

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper investigated the ultimate bearing capacity of tubular-gusset joints with 1/4 annular plate or none annular plate based on the experiment and FEM methods. We calculated various impacts of different annular plate parameters on the ultimate bearing capacity. And also, the relationship between of them was summarized.

引用

页码：379 / +

页数：2

共 11 条

[1] [鲍侃袁 BAO Kanyuan], 2008, [工程力学, Engineering Mechanics], V25, P114
[2] A MODEL TECHNIQUE FOR BENDING STRENGTH OF TUBULAR JOINTS
FESSLER, H
HASSELL, W
HYDE, TH
[J]. JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 1992, 27 (04) : 197 - 210
[3] Fu J.T., 2006, STRENGTH THEOR UNPUB
[4] Japanese Society of Steel Tower, 1995, EL TRANSM STEEL TUB
[5] Ultimate strength of tube-gusset plate connections considering eccentricity
Kim, WB
[J]. ENGINEERING STRUCTURES, 2001, 23 (11) : 1418 - 1426
[6] Liu H.J., 2011, BEHAV ULTIMATE UNPUB
[7] Saeko S., 1974, Japanese Society of Steel Construction, V10, P37
[8] Limit analysis of ultimate strength of tubular X-joints
Soh, CK
Chan, TK
Yu, SK
[J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (07): : 790 - 797
[9] Xiao Y.Q., 2008, RES ULTIMATE S UNPUB
[10] Behavior and design of gusset plate connections in compression
Yam, MCH
Cheng, JJR
[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2002, 58 (5-8) : 1143 - 1159

← 1 2 →