Results 31 to 40 of about 287,380 (387)

Fire resistance of composite shear walls filled with demolished concrete lumps and self-compacting concrete

open access: yesFrontiers in Materials, 2022
The recycling and reuse of waste concrete is conducive to promoting the sustainable development of resources and practicing the concept of green development.
Yan Xiong   +3 more
doaj   +1 more source

Effect of Type and Distribution of Shear Studs on the Behavior of Composite Steel-Concrete Shear Walls [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2019
In this research the in-plane shear behavior of composite steel-concrete shear walls was investigated by taking into account the following variables: steel plate thickness, the spacing between shear studs, the shape and type of the shear studs and ...
Masood Farzam, Fateme Hoseinzade
doaj   +1 more source

Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings

open access: yes, 2021
This research investigated the behaviour of a new form of composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane monotonic, cyclic and impact loading. The extensive experimental, analytical
Shahryar Rafiei
semanticscholar   +1 more source

Development Research of the Double ā€œLā€ Shaped Steel Plate-Concrete Composite Shear Wall

open access: yes, 2021
A double steel plates composite shear wall member composed of ā€œLā€ elements (D-L-SCW) was proposed in this paper and its seismic behavior was preliminarily studied.
Wenhui He, Y. Wan, Yuyu Li, Lin Chen
semanticscholar   +1 more source

A macro-element based practical model for seismic analysis of steel-concrete composite high-rise buildings [PDF]

open access: yes, 2013
This is the post-print version of the final paper published in Engineering Structures. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting,
Bao   +22 more
core   +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

Assessment of dynamic and long-term performance of an innovative multi-story timber building via structural monitoring and dynamic testing [PDF]

open access: yes, 2012
Peer ...
Desgeorges, Yohann   +5 more
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

Study of the effectiveness of outrigger system for high-rise composite buildings for cyclonic region [PDF]

open access: yes, 2011
The demands of taller structures are becoming imperative almost everywhere in the world in addition to the challenges of material and labor cost, project time line etc.
Fatima, Tabassum   +2 more
core   +2 more sources

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

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