TENSION-FIELD ACTION IN COMPOSITE PLATE GIRDERS

被引：34

作者：

ALLISON, RW ^{[1
]}

JOHNSON, RP ^{[1
]}

MAY, IM ^{[1
]}

机构：

[1] UNIV WARWICK,DEPT ENGN,COVENTRY CV4 7AL,W MIDLANDS,ENGLAND

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1982年 / 73卷 / JUN期

关键词：

PLATE GIRDERS - WEBS;

D O I：

10.1680/iicep.1982.1700

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Tests to failure are reported on negative-moment regions of five composite plate girders and one steel plate girder with slender vertically stiffened webs. The object was to study interaction between tension-field action in web panels and the shear connection to the slab above in girders with relatively light steel top flanges.

引用

页码：255 / 276

页数：22

共 14 条

[1]

ALLISON RW, 1980, THESIS U WARWICK, P275

[2]

Calladine CR, 1973, STRUCT ENG, V51, P147

[3]

CHATTERJEE S, 1981, DESIGN STEEL BRIDGES, P189

[4]

CHATTERJEE S, 1980, 1980 S BS 5400 3, P19

[5]

CLIMENHAGA JJ, 1972, STRUCTURAL ENG, V50, P367

[6]

Cooper P., 1964, J STRUCT DIV ASCE, V90, P1

[7]

EVANS HR, 1978, INT ASS BRIDGE STRUC, V4

[8] VERTICAL SHEAR IN CONTINUOUS COMPOSITE BEAMS [J].

JOHNSON, RP ;

WILLMINGTON, RT .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1972, 53 (SEP) :189-+

[9]

JOHNSON RP, 1972, VERTICAL SHEAR STR S, V1, P1

[10]

MACKEY S, 1971, P I CIV ENG STRUCT S, V14, P285

← 1 2 →