Effective flange width provisions for composite steel bridges

被引：0

作者：

Ahn, Il-Sang ^{[1
]}

Chiewanichakorn, Methee ^{[1
]}

Chen, Stuart S. ^{[1
]}

Aref, Amjad J. ^{[1
]}

机构：

[1] Dept. of Civil Struct./Environ. Eng., University at Buffalo, 212 Ketter Hall, Buffalo, NY 14260, United States

来源：

Eng. Struct. | / 12卷 / 1843-1851期

关键词：

Compendex;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Bending (deformation) - Composite bridges - Concrete beams and girders - Deflection (structures) - Flanges - Numerical analysis - Shear deformation - Steel beams and girders - Stresses

引用

共 50 条

[31] EFFECTIVE FLANGE WIDTH FORMULAS FOR T-BEAMS
Loo, Yew-Chaye
Sutandi, Tjitra
Concrete International, 1986, 8 (02) : 40 - 45
[32] Experimental evaluation of effective width in steel-concrete composite beams
Amadio, C
Fedrigo, C
Fragiacomo, M
Macorini, L
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2004, 60 (02) : 199 - 220
[33] Effective Flange Width for Honeycomb FRP Sandwich Bridge Deck-on-Steel Girder System with a Mechanical Shear Connector Considering Degrees of Composite Action
Chen, A.
Davalos, J. F.
Justice, A. L.
Michaelson, G. K.
Perisetty, N.
JOURNAL OF BRIDGE ENGINEERING, 2014, 19 (03)
[34] EFFECTIVE BREADTHS OF STACKED FLANGE PLATES IN PLATE GIRDER BRIDGES
MOFFATT, KR
BROWN, WC
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1976, 61 (DEC): : 853 - 854
[35] Tension flange effective width in reinforced concrete shear walls
Hassan, M
El-Tawil, S
ACI STRUCTURAL JOURNAL, 2003, 100 (03) : 349 - 356
[36] EFFECTIVE BREADTHS OF STACKED FLANGE PLATES IN PLATE GIRDER BRIDGES
MOFFATT, KR
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1976, 61 (JUN): : 419 - 424
[37] Influence of the Flexural Rigidity of the Flange on Effective Width Concept.
Wolf, Erich
1600, (31):
[38] Effective shear width of concrete slab bridges
Lantsoght, Eva O. L.
de Boer, Ane
van der Veen, Cor
Walraven, Joost C.
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2015, 168 (04) : 287 - 298
[39] Effective flange width and live load distribution factors for half-filled concrete steel grid decks
Ahmadi, AK
13TH ANNUAL INTERNATIONAL BRIDGE CONFERENCE AND EXHIBITION, OFFICIAL PROCEEDINGS, 1996, : 254 - 262
[40] STUDY ON EFFECTIVE FLANGE WIDTH OF END OF CIRCULAR-SECTION-COLUMN COMPOSITE FRAME BEAM WITH NON-SYMMETRICAL STEEL SECTION AT ULTIMATE LIMIT STATE
Peng W.-J.
Tao M.-X.
Gongcheng Lixue/Engineering Mechanics, 2023, 40 (08): : 59 - 67and256

← 1 2 3 4 5 →