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 …

Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone

B Mou, Y Bai - Engineering Structures, 2018 - Elsevier
This paper presents an experimental investigation on the seismic behavior of a novel steel-
concrete composite beam-to-column connections reinforced by outer-annular-stiffener. This …

Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors

A Ataei, MA Bradford, X Liu - Engineering Structures, 2016 - Elsevier
Traditional steel–concrete composite beams are known to exhibit excellent structural
characteristics, in terms of their stiffness and strength, when compared with bare steel or …

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 …

A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections

M Cabrera, W Tizani, J Ninic - Journal of Constructional Steel Research, 2021 - Elsevier
Abstract Steel Hollow Sections (SHS) offer many structural, economical and architectural
advantages in multi-storey and high-rise construction. However, their use is not suitable for a …

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 …

Strength prediction of rotary brace damper using MLR and MARS

I Mansouri, M Safa, Z Ibrahim, O Kisi, MM Tahir… - … and Mechanics, an Int'l …, 2016 - dbpia.co.kr
This study predicts the strength of rotary brace damper by analyzing a new set of
probabilistic models using the usual method of multiple linear regressions (MLR) and …

[PDF][PDF] Performance of shear connectors at elevated temperatures-A review

S Shahabi, N Sulong, M Shariati, S Shah - Steel Compos. Struct, 2016 - researchgate.net
Shear connectors are key components to ensure the efficient composite action and
satisfactory transfer of shear forces at the steel–concrete interface in composite beams …

Experimental study on blind bolted connections to concrete-filled stainless steel columns

Z Tao, MK Hassan, TY Song, LH Han - Journal of Constructional Steel …, 2017 - Elsevier
This paper studies the performance of blind bolted connections to concrete-filled stainless
steel tubular columns. An experimental investigation was conducted on seven full-scale …

Finite element model for bolted shear connectors in concrete-filled steel tubular columns

LR dos Santos, H de Sousa Cardoso, RB Caldas… - Engineering …, 2020 - Elsevier
This research presents a study on the numerical simulation of the structural behavior of
bolted shear connectors used as force transfer device in concrete-filled composite columns …