Load transfer mechanism in concrete-filled steel tubular columns: Developments, challenges and opportunities

PP Debnath, F Xu, TM Chan - Journal of Constructional Steel Research, 2023 - Elsevier
This article provides an in-depth review on the understanding of load transfer mechanism in
concrete-filled steel tubular (CFST) columns, with emphasis on tube-concrete interface …

Seismic behavior of an innovative bolted connection with dual-slot hole for modular steel buildings

SY Zhai, YF Lyu, K Cao, GQ Li, WY Wang, C Chen - Engineering Structures, 2023 - Elsevier
Although a significant advantage for modular steel buildings (MSBs) is suitable for rapid
construction, the unexpected installation error and initial defects of components in the …

Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction

EF Deng, L Zong, Y Ding, XM Dai, N Lou, Y Chen - Engineering Structures, 2018 - Elsevier
Attributable to the superiority in construction speed and quality, modular steel constructions
(MSCs) have been increasingly used for mid-to-high rise buildings with repetitive units. An …

Cyclic testing of replaceable damper: Earthquake-resilient prefabricated column-flange beam-column joint

Z Jiang, XF Yang, C Dou, C Li, A Zhang - Engineering Structures, 2019 - Elsevier
Based on the idea of damage control, a new type of replaceable damper, namely
earthquake-resilient prefabricated column-flange beam-column joint (PCFBCJ), is proposed …

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 …

Effect of axial compression ratio on seismic behavior of GFRP reinforced concrete columns

L Sun, Z Yang, Q Jin, W Yan - International Journal of Structural …, 2020 - World Scientific
Traditional reinforced concrete columns have demonstrated poor seismic performance
especially in corrosive environment as the reinforcement bars experience severe corrosion …

Seismic performance of innovative hybrid precast reinforced concrete beam-to-column connections

HH Ghayeb, HA Razak, NHR Sulong - Engineering Structures, 2020 - Elsevier
Precast construction of structural buildings requires connection techniques that can shorten
the process using only simple on-site activities while still guaranteeing adequate strength …

Behaviour of composite joints with concrete encased CFST columns under cyclic loading: Experiments

FY Liao, LH Han, Z Tao - Engineering Structures, 2014 - Elsevier
Concrete-encased concrete filled steel tube (CFST) columns have been applied in some
real structures in recent years, where they were connected with reinforced concrete (RC) …

Cyclic and monotonic performance of unstiffened extended end-plate connections having thin end-plates and large-bolts

YO Özkılıç - Engineering Structures, 2023 - Elsevier
This study presents the findings of comprehensive numerical and experimental programs on
unstiffened extended end-plate connections (UEECs) having thin plates and large sized …

Experimental and numerical study of self-locking adaptable inter connection for modular steel structures

G Nadeem, NA Safiee, NA Bakar, I Abd Karim… - Journal of Building …, 2023 - Elsevier
Compared to conventional steel construction, modular steel construction (MSC) is different.
Instead of having a high degree of connectivity, the modules are connected at their corners …