EXPERIMENTAL BEHAVIOR OF 3-D COLUMN SUBASSEMBLAGES WITH SEMIRIGID JOINTS

被引：8

作者：

GIBBONS, C

KIRBY, PA

NETHERCOT, DA

机构：

[1] Ove Arup and Partners, Steel Construction Institute, Ascot, SL5 7QN, Silwood Park

[2] Department of Civil Engineering, University of Sheffield, Sheffield, S1 3JD, Mappin Street

[3] Department of Civil Engineering, University of Nottingham, Nottingham, NG7 2RD, University Park

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1991年 / 19卷 / 03期

关键词：

D O I：

10.1016/0143-974X(91)90047-5

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Preliminary results are presented for a series of full-scale subassemblage tests designed to illustrate the beneficial effects of semirigid joint action on the three-dimensional response of nonsway steel columns. The experimental arrangement, including the specially devised instrumentation systems, is described, the generally observed behaviour is discussed and the use of the tests to verify a parallel theoretical study is cited.

引用

页码：235 / 246

页数：12

共 9 条

[1]

Kirby, Davison, Nethercot, Large scale tests on column subassemblages and frames, Connections in Steel Structures: Behaviour Strength and Design, pp. 291-299, (1988)

[2]

Nethercot, Kirby, Rifai, Columns in partially restrained construction: analytical studies, Can. J. Civil Engng, 14, pp. 485-497, (1987)

[3]

Wang, Nethercot, Ultimate strength analysis of three-dimensional column subassemblages with flexible connections, J. Construct. Steel Res., 9, pp. 235-264, (1988)

[4]

Celikag, Kirby, Out of plane moment rotation response for common joints, International Colloquium on Bolted and Special Structural Connections, 2, pp. 136-142, (1989)

[5]

Gibbons, Kirby, Nethercot, The experimental assessment of the force components within structural steel ‘H’ sections, The Journal of Strain Analysis for Engineering Design, 26, 1, pp. 31-37, (1991)

[6]

Gibbons, Kirby, Nethercot, A mechanical electrical device for measuring the three-dimensional deformation of steel columns, The Journal of Strain Analysis for Engineering Design, 26, 1, pp. 1-8, (1991)

[7]

Galambos, Guide to Stability Design Criteria for Metal Structures, pp. 708-717, (1988)

[8]

Birnstiel, Experiments on H-columns under biaxial bending, J. Struct. Div., ASCE, 94, ST10, pp. 2429-2449, (1968)

[9]

Gent, Milner, The ultimate load capacity of elastically restrained H-columns under biaxial bending, ICE Proceedings, 41, pp. 685-704, (1968)

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