Effect of inter-module connections on progressive collapse behaviour of MiC structures

TM Chan, KF Chung - Journal of Constructional Steel Research, 2021 - Elsevier
Abstract Modular integrated Construction (MiC) is a game changing construction approach
which could significantly increase construction efficiency, quality, and sustainability. For …

An assessment of application of the component-based method to full range behaviour of joints between steel beam to concrete filled steel tube columns under extreme …

X Lan, Y Wang, B Tan, Y Zhang - Engineering Structures, 2024 - Elsevier
Joints are critical members that play an important role in controlling the disproportionate
collapse process of structures under extreme loading conditions. In Eurocode 3 Part 1–8 …

矩形钢管混凝土柱-H 形钢梁外顶板式节点抗震性能试验研究.

付波, 王彦超, 童根树 - Engineering Mechanics/Gongcheng …, 2020 - search.ebscohost.com
针对钢结构住宅建筑中柱子宽度日趋减小的趋势, 提出了柱内无隔板的矩形钢管混凝土柱-H
形钢梁外顶板式节点. 对7 个新型节点试件进行拟静力试验, 变化参数有钢梁截面 …

Prefabricated connection for steel beam and concrete-filled steel tube column

C Ding, X Pan, Y Bai, G Shi - Journal of Constructional Steel Research, 2019 - Elsevier
A new type of connection system with steel beam and concrete-filled steel tube (CFST)
column is proposed in this paper. This type of connection system uses internal stiffeners and …

Experimental and numerical investigation of through-diaphragm in H-shaped steel beam to CFST column connections

YH Cho, F Wang, SY Seo, KS Lee, TS Kim - Thin-Walled Structures, 2024 - Elsevier
This research proposes a cruciform through-diaphragm (CTD) for an H-shaped steel beam
to concrete-filled steel tubular (CFST) column and investigates its seismic performance …

Analytical Study of Rectangular Concrete-Filled Tubes (RCFT) Connections using Finite Element Analysis under Cyclic Loading

CB Casita, B Suswanto, I Komara - Trends in Sciences, 2022 - tis.wu.ac.th
Recent condition of the earthquakes model has shown that rectangular concrete-filled tubes
(RCFT) with weld connection are so brittle. According to the studies conducted, large …

Experimental study on reduced I-beam to CFRST column joints under cyclic loading

L Zhang, Y Liu, G Tong, Y Zhang, Z Xu, B Fu… - Journal of Building …, 2023 - Elsevier
A joint for I-beam to concrete-filled rectangular steel tubular (CFRST) column connections is
proposed and investigated in this study. Five specimens are firstly designed and tested. The …

Cyclic behaviour of prefabricated connections for steel beam to concrete filled steel tube column

C Ding, Y Bai, K Yang, J Zhang - Journal of Constructional Steel Research, 2021 - Elsevier
An experimental study was conducted to investigate the cyclic behaviour of an innovative
prefabricated connection system for steel beam to concrete-filled steel tube (CFST) column …

Seismic performance of joint for H-beam to CFST column with field-bolted flange-splicing

AL Zhang, CH Li, XC Liu, X Chen - Journal of Constructional Steel …, 2022 - Elsevier
A novel shop-welded joint for H-beam to concrete-filled steel tubular column with field-bolted
flange splicing used in prefabricated steel structure is proposed. Four full-scale specimens …

Experimental and numerical investigation of I-beam to concrete-filled tube (CFT) column moment connections with pipe-stiffened internal diaphragm

A Habibi, N Fanaie, S Shahbazpanahi - Journal of Constructional Steel …, 2023 - Elsevier
This paper presents an experimental and numerical investigation of two full-scale I-beam to
concrete-filled tube (CFT) column internal-diaphragm moment connection specimens. In this …