Design and Application of Large-Scale Cast-Steel Joints for Special-Shape Bridges

被引:2
作者
Ding, Jianming [1 ]
Li, Bingnan [1 ]
Chen, Juan [2 ]
Chen, Suhua [1 ]
机构
[1] Southeast Univ, Transportat Coll, Nanjing 210096, Peoples R China
[2] Zhejiang Univ, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
关键词
OVERLAPPED TUBULAR JOINTS; ULTIMATE CAPACITY;
D O I
10.3141/2172-08
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Because of their excellent structural performance, strong plasticity, and attractive appearance, cast-steel joints have gradually become a new type of joint for long-span steel-pipe modern architectural structures. Landscape bridges whose shapes are especially attractive have emerged; many have new and unique shapes and complicated structures. Some large-scale steel-pipe intersecting joints are designed in such structures. An innovative approach is presented: the use of cast-steel joints as two large-scale pipe intersecting joints of a special-shape tower in the design of a landscape cable-stayed bridge crossing over an expressway. The design methods for cast-steel joints that can be used on similar projects are also discussed.
引用
收藏
页码:66 / 73
页数:8
相关论文
共 10 条
[1]  
CHEN R, 2003, STEEL CONSTRUCTION, V18, P16
[2]   Ultimate capacity of completely overlapped tubular joints. II: Behavioural study [J].
Fung, TC ;
Soh, CK ;
Gho, WM .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2001, 57 (08) :881-906
[3]   Ultimate capacity of completely overlapped tubular joints I. An experimental investigation [J].
Fung, TC ;
Soh, CK ;
Gho, WM ;
Qin, F .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2001, 57 (08) :855-880
[4]  
LIU X, 2004, PROGR STEEL BUILDING, V35, P12
[5]  
Lu LX, 2003, STEEL CONSTR, V18, P28
[6]  
*MIN TRANSP, 02586 JTJ MIN TRANSP
[7]   Some aspects of thermal analysis and technology upgrading in steel continuous casting [J].
Sediako, D ;
Sediako, O ;
Lin, KJ .
CANADIAN METALLURGICAL QUARTERLY, 1999, 38 (05) :377-385
[8]   The structure and properties of rapidly cooled cast steels [J].
Vinokur, BB .
MATERIALS CHARACTERIZATION, 1997, 38 (02) :75-83
[9]   Damage criterion and safety assessment approach to tubular joints [J].
Wang, B ;
Hu, N ;
Kurobane, Y ;
Makino, Y ;
Lie, ST .
ENGINEERING STRUCTURES, 2000, 22 (05) :424-434
[10]  
ZHOU G, 2004, STEEL CONSTRUCTION, V19, P50