Results 21 to 30 of about 2,317,233 (285)

Study on axial compressive bearing capacity of composite shear wall with double-skin steel plate

open access: yes工程科学学报, 2017
This study conducted a steel-plate buckling analysis and a stress analysis of confined core concrete in a composite shear wall with a double-skin steel plate.
HAO Ting-yue, CAO Wan-lin
doaj   +1 more source

Parametric Study of Composite Shear Wall with Embedded Steel Truss [PDF]

open access: yesJournal of Structural and Construction Engineering, 2021
Shear walls can be designed to have sufficient bearing capacity and deformation and absorb energy due to nonlinear shear-bending and axial load - bending, interactions.
Hosseinali Rahimi Bandarabadi   +2 more
doaj   +1 more source

Cutout reinforcements for shear loaded laminate and sandwich composite panels [PDF]

open access: yes, 2008
This paper presents the numerical and experimental studies of shear loaded laminated and sandwich carbon/epoxy composite panels with cutouts and reinforcements aiming at reducing the cutout stress concentration and increasing the buckling stability of
Guo, Shijun J., Zhou, L., Cheung, C. W.
core   +1 more source

Comparison of Ductility in the Shear Walls Reinforced with GFRP and Steel Rebars [PDF]

open access: yesJournal of Structural and Construction Engineering, 2018
In concrete structures in order to reduce the story drift, one of the simple methods are using a shear wall. Due to the fact that the concrete shear wall has a suitable stiffness, it can be limited the displacement of the story as much as the seismic ...
Fiaz Yousefy   +2 more
doaj   +1 more source

Wood-steel composite shear walls with openings

open access: yesInternational Journal of Engineering & Technology, 2020
This paper reports an investigation into the behaviour of wood-steel composite shear walls, consisting of strand laminated lumber boundary frames with infill steel plates. Recently it has been shown that wood-steel composite shear wall systems can offer various advantages over code-approved wood frame shear walls, including architectural flexibility ...
Tzanetis Vogiatzis   +2 more
openaire   +2 more sources

Axial-flexural coupled vibration and buckling of composite beams using sinusoidal shear deformation theory [PDF]

open access: yes, 2013
A finite element model based on sinusoidal shear deformation theory is developed to study vibration and buckling analysis of composite beams with arbitrary lay-ups.
Thai, Huu-Tai, Inam, Fawad, Vo, Thuc
core   +1 more source

Hysteretic Assessment of Steel-Concrete Composite Shear Walls

open access: yesInternational Journal of Recent Technology and Engineering (IJRTE), 2019
This paper focuses on the hysteretic assessment of steel-concrete composite shear walls with reinforced concrete on one side of the steel plate. Finite element software ABAQUS is utilised to conduct this research. An experimental test on a composite shear wall is simulated to do the verification of the modelling. Then, modelling result is compared with
Bahrami, Alireza, Yavari, Mojtaba
openaire   +2 more sources

Flexural–torsional behavior of thin-walled composite box beams using shear-deformable beam theory [PDF]

open access: yes, 2008
This paper presents a flexural–torsional analysis of thin-walled composite box beams. A general analytical model applicable to thin-walled composite box beams subjected to vertical and torsional loads is developed.
Lee, Jaehong, Vo, Thuc
core   +1 more source

Geometrically nonlinear theory of thin-walled composite box beams using shear-deformable beam theory [PDF]

open access: yes, 2010
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups under various types of loadings is presented. This model is based on the first-order shear deformable beam theory, and accounts for all the structural ...
Lee, Jaehong, Vo, Thuc
core   +1 more source

Analyses of Shear-Wall Panels With a Composite Plasticity Model

open access: yes, 1994
A constitutive model for concrete is presented which is formulated within the framework of incremental plasticity. The major improvement of the model is the stable and accurate algorithm which can be derived. for tension, compression as well as tension-compression regimes.
Feenstra, P.H.   +2 more
openaire   +3 more sources

Home - About - Disclaimer - Privacy