Energy dissipation characteristics of semi-rigid connections

被引:32
作者
Abolmaali, Ali [1 ]
Kukreti, Anant [2 ]
Motahari, Ardavan [1 ]
Ghassemieh, Mehdi [3 ]
机构
[1] Univ Texas Arlington, UT Arlington Ctr Struct Engn Res, Arlington, TX 76019 USA
[2] Univ Cincinnati, Cincinnati, OH 45221 USA
[3] Univ Tehran, Sch Civil Engn, Tehran, Iran
基金
美国国家科学基金会;
关键词
Energy dissipation; Connection hysteresis; Ductility; Semi-rigid connection; Dynamic analysis; Cyclic; HYSTERESIS BEHAVIOR;
D O I
10.1016/j.jcsr.2008.05.014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents the energy dissipation characteristics of semi-rigid connections obtained from 48 full-scale cyclic tests. The energy calculation was performed on the hysteresis loops obtained from the experimental data in which the area under the outer loop of each hysteresis was calculated. This study reports that the energy dissipation characteristics of the welded/bolted connections are not directly dependent on the individual parameters defining the hysteresis loops, while the shape of the hysteresis is dependent upon the nonlinear interaction of its parameters coupled with connection plasticity and pinching which governs the energy dissipation capability of the connections. (c) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1187 / 1197
页数:11
相关论文
共 16 条
  • [1] Hysteresis behavior of semi-rigid double web angle steel connections
    Abolmaali, A
    Kukreti, AR
    Razavi, H
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2003, 59 (08) : 1057 - 1082
  • [2] Hysteresis behavior of t-stub connections with superelastic shape memory fasteners
    Abolmaali, Ali
    Treadway, Jason
    Aswath, Pranesh
    Lu, Frank K.
    McCarthy, Emily
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2006, 62 (08) : 831 - 838
  • [3] *AM I STEEL CONSTR, 1994, MAN STEEL CONSTR LOA, V2
  • [4] CYCLIC BEHAVIOR OF DOUBLE ANGLE CONNECTIONS
    ASTANEH, A
    NADER, MN
    MALIK, L
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (05): : 1101 - 1118
  • [5] Seismic performance of riveted connections (vol 58, pg 779, 2002)
    Forcier, GP
    Leon, RT
    Severson, BE
    Roeder, CW
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2003, 59 (04) : 559 - 559
  • [6] BEHAVIOR OF EXTENDED ENDPLATE CONNECTIONS UNDER CYCLIC LOADING
    GHOBARAH, A
    OSMAN, A
    KOROL, RM
    [J]. ENGINEERING STRUCTURES, 1990, 12 (01) : 15 - 27
  • [7] Grigorian C.E., 1993, Earthquake Spectra, V9, P491, DOI DOI 10.1193/1.1585726
  • [8] HARTMAN J, 1999, THESIS U OKLAHOMA NO
  • [9] Moment-rotation hysteresis behavior of top and seat angle steel frame connections
    Kukreti, AR
    Abolmaali, AS
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1999, 125 (08): : 810 - 820
  • [10] KUKRETI AR, 2000, SE C THEOR APPL MECH