STATIC AND CYCLIC PERFORMANCE OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONS

被引：65

作者：

AZIZINAMINI, A ^{[1
]}

RADZIMINSKI, JB ^{[1
]}

机构：

[1] UNIV S CAROLINA,DEPT CIVIL ENGN,COLUMBIA,SC 29208

来源：

JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1989年 / 115卷 / 12期

关键词：

D O I：

10.1061/(ASCE)0733-9445(1989)115:12(2979)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：2979 / 2999

页数：21

共 14 条

[1] ACKROYD MH, 1982, J STRUCT DIV-ASCE, V108, P1541
[2] ANALYSIS OF 3-DIMENSIONAL FRAMES WITH FLEXIBLE BEAM COLUMN CONNECTIONS
ANG, KM
MORRIS, GA
[J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 1984, 11 (02) : 245 - 254
[3] INITIAL STIFFNESS OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONS
AZIZINAMINI, A
BRADBURN, JH
RADZIMINSKI, JB
[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1987, 8 : 71 - 90
[4] Azizinamini A, 1985, THESIS U S CAROLINA
[5] AZIZINAMINI A, 1985, STRUCT RES STUDIES, P219
[6] Azizinamini A., 1982, THESIS U S CAROLINA
[7] Frye M.J., 1975, CANADIAN J CIVIL ENG, V2, P280, DOI [10.1139/l75-026, DOI 10.1139/L75-026]
[8] JONES SW, 1981, JOINTS STRUCT STEELW
[9] KRAWINKLER H, 1984, 8TH P WORLD C EARTHQ, V4, P887
[10] STEEL FRAME ANALYSIS WITH FLEXIBLE JOINTS
LUI, EM
CHEN, WF
[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1987, 8 : 161 - 202