Nonlinear finite-element analysis of composite frames

被引:3
作者
Ye, MX [1 ]
Nethercot, DA [1 ]
Li, TQ [1 ]
机构
[1] UNIV NOTTINGHAM,DEPT CIVIL ENGN,NOTTINGHAM NG7 2RD,ENGLAND
关键词
D O I
10.1680/istbu.1996.28291
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A technique is presented for using the standard finite-element package ABAQUS, to analyse the full-range behaviour of composite frames having semirigid and partial-strength connections, Comparison of predictions against values obtained from full-scale frame tests demonstrates the validity of the approach.
引用
收藏
页码:244 / 247
页数:4
相关论文
共 9 条
[1]  
AHMED B, 1995, 3 INT WORKSH CONN ST
[2]  
HART A, 1992, STEEL DESIGNERS MANU, P36
[3]  
*HIBB KARLSS SOR I, 1994, ABAQUS US MAN VERS 5
[4]   DETERMINATION OF ROTATION CAPACITY REQUIREMENTS FOR STEEL AND COMPOSITE BEAMS [J].
LI, TQ ;
CHOO, BS ;
NETHERCOT, DA .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1995, 32 (03) :303-332
[5]   CONNECTION ELEMENT METHOD FOR THE ANALYSIS OF SEMIRIGID FRAMES [J].
LI, TQ ;
CHOO, BS ;
NETHERCOT, DA .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1995, 32 (02) :143-171
[6]  
LI TQ, 1993, J SINGAPORE STRUCT S, V4, P35
[7]  
LI TQ, UNPUB EXPT BEH FULL
[8]   SEMIRIGID JOINT ACTION AND THE DESIGN OF NONSWAY COMPOSITE FRAMES [J].
NETHERCOT, DA .
ENGINEERING STRUCTURES, 1995, 17 (08) :554-567
[9]  
NETHERCOT DA, 1994, AM SOC CIV ENG STRUC