TENSION-FIELD ACTION IN COMPOSITE PLATE GIRDERS

被引：32

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
JOHNSON, RP
WILLMINGTON, RT
[J]. 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

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