Disassembly and reuse of structural members in steel-framed buildings: state-of-the-art review of connection systems and future research trends

S Kitayama, O Iuorio - Journal of Architectural Engineering, 2023 - ascelibrary.org
Reducing carbon emissions in the construction sector is essential in a period of climate
emergency. Disassembly and reuse of structural members are considered to reduce the …

[HTML][HTML] Beam-to-CFST column joints in steel-concrete composite buildings: a comprehensive review

HT Thai - Structures, 2024 - Elsevier
With structural and economic benefits, concrete filled steel tubular (CFST) columns have
been widely used in multistorey buildings in which the beam-to-column joints play an …

Cyclic behaviour of bolted shear connectors in steel-concrete composite beams

A Ataei, M Zeynalian, Y Yazdi - Engineering Structures, 2019 - Elsevier
An experimental study of the cyclic behaviour of steel-concrete composite connections using
mechanical shear connectors subjected to a low-cycle high-amplitude loading regime is …

A study on structural performance of deconstructable bolted shear connectors in composite beams

A Ataei, M Zeynalian - Structures, 2021 - Elsevier
An experimental study according to EC4 on deconstructable steel-concrete composite
bolted shear connectors is carried out to investigate the effect of various bolt size, concrete …

Flexural performance of innovative sustainable composite steel-concrete beams

X Liu, MA Bradford, A Ataei - Engineering Structures, 2017 - Elsevier
Composite beams comprising of concrete slabs and steel beams joined by conventional
headed stud shear connectors are commonly used in modern steel-framed building …

Experimental study of innovative bolted shear connectors in demountable cold-formed steel–concrete composite beams

A Ataei, SA Mahmoudy, M Zeynalian… - Thin-Walled …, 2023 - Elsevier
Although cold-formed steel (CFS) members have been widely used in structures, their
application is limited due to the buckling and instability of these members. To enhance their …

Cyclic behavior of high-strength steel beam-to-column welded flange-bolted web connections

F Hu, Z Wang - Thin-Walled Structures, 2024 - Elsevier
Four Q690 high-strength steel beam-to-column moment connections, which use welded
joints between beam and column flanges as well as a bolted beam web to the column …

Cyclic behaviour of bolt and screw shear connectors in steel-timber composite (STC) beams

A Ataei, AA Chiniforush, M Bradford… - Journal of Constructional …, 2019 - Elsevier
Feasibility and acceptable performance of the steel-timber composite (STC) system as a
sustainable alternative to conventional steel-concrete composite have been demonstrated …

A numerical study on a novel demountable cold-formed steel composite beam with profiled steel sheeting

A Karimipanah, M Zeynalian, A Ataei - Thin-Walled Structures, 2024 - Elsevier
Cold-formed steel composite beams are known for their unique advantages, like being
lightweight and ease of installation. The use of profiled steel sheeting in cold-formed …

Development and testing of demountable RC column-to-steel beam connections under cyclic loading

W Li, H Ye, H Liu, B Chen - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
In order to achieve the disassembling and recycling of the structure members, three novel
demountable Reinforced Concrete column to Steel beam (RCS) joints are developed in this …