Axial strength of back to back cold formed steel short channel sections with unstiffened and stiffened web holes. [PDF]
Hussein AB, Papp F.
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Numerical Modeling and Optimization Design of Embedded Rubber Waterstops in Tunnel Lining. [PDF]
Fan X, Wang H, Xie C, Lei M, Gong C.
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Study on FEM Simulation Algorithm of Local Warm Forming of Advanced High-Strength Steel. [PDF]
Wang T +7 more
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Enhancing shear strength predictions of UHPC beams through hybrid machine learning approaches. [PDF]
Sapkota SC +6 more
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Formulas for Stress Ratio and Effective Flange Width of Simple and Continuous I, T, and Box Beams
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Effective width estimation of flanged reinforced concrete shear walls
The Structural Design of Tall and Special Buildings, 2023SummaryThe present study deals with introducing a novel approach toward estimating the effective width of flanged reinforced concrete shear walls (FRCSWs). Due to the paucity of studies in assessing the effective width of nonrectangular sections, this paper aims at proposing efficacious formulations for the effective width estimation of short, squat ...
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Discussion on the Effective Flange Width of the Floor
Applied Mechanics and Materials, 2014To consider the contribution of the floor to the flexural capacity of frame beams, slabs are usually equivalent to floor "effective flange width" . However, there are no academia acknowledged conclusions about the value of effective flange width was drawn.
Meng Zhou Lv, Yan Wei Wang, Xiao Yu Sun
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Effective flange width provisions for composite steel bridges
Engineering Structures, 2004Abstract In the analysis and design of steel–concrete composite girders of a bridge, deflections, stresses, and strengths are typically obtained from elementary beam bending theory by utilizing the effective flange width concept. Shear lag effects are accounted for indirectly, by replacing the actual slab width by an appropriate reduced “effective ...
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Toward an accurate effective flange width of composite beams
Structural Engineering and Mechanics, 1994Presented in this paper is the rigorous analysis for the determination of effective flange width for composite beams. To make the solution suitable for routine design, formulas and tables for determining effective flange width for varying load types and geometric shapes are suggested.
David Olowokere, Can M. Bilal
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