Collapse of infilled steel frames with semi-rigid connections

被引：1

作者：

Nadjai, A ^{[1
]}

Kirby, P

机构：

[1] Univ Ulster, Sch Built Environm, Dept Civil & Struct Engn, Coleraine BT52 1SA, Londonderry, North Ireland

[2] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S10 2TN, S Yorkshire, England

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS | 1998年 / 128卷 / 02期

关键词：

buildings; structures; design; brickwork & masonry; composite structures;

D O I：

10.1680/istbu.1998.30118

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The response of panels, consisting of semi-rigidly connected steel beams and columns with infilled shear panels, to lateral forces was evaluated using limit analysis: Thereafter a study was made of design methods, in order to incorporate such concepts in design examples. As a wide variety of connection types are used in practice, it is impractical to utilize the precise properties of individual connections. Therefore, a scheme is developed whereby connections are classified in terms of their strength and stiffness using moment-rotation data. The results from an investigation into the influence of these joints on the behaviour of structural panels are presented.

引用

页码：103 / 111

页数：9

共 17 条

[1]

ABOLGHASEM S, 1990, THESIS U SHEFFIELD

[2]

*BRIT STAND I, 1978, 5628 BSI 1

[3]

DAVISON JB, 1987, THESIS U SHEFFIELD

[4] BEHAVIOR OF MASONRY INFILLED STEEL FRAMES [J].

DAWE, JL ;

SEAH, CK .

CANADIAN JOURNAL OF CIVIL ENGINEERING, 1989, 16 (06) :865-876

[5] ANALYSIS OF INFILLED FRAMES USING FINITE-ELEMENTS [J].

KING, GJW ;

PANDEY, PC .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1978, 65 (DEC) :749-760

[6]

MA SYA, 1983, THESIS U WARWICK

[7] DETERMINATION OF COLLAPSE LOADS FOR UNREINFORCED PANELS WITH AND WITHOUT OPENINGS [J].

MAY, IM .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1981, 71 (MAR) :215-233

[8]

MAY IM, 1982, INT J MASONRY CONSTR, V2, P109

[9]

NADJAI A, 1993, THESIS U SHEFFIELD

[10]

NAJI JH, 1989, THESIS U BRADFORD

← 1 2 →