Assessment of composite beam performance using GWO–ELM metaheuristic algorithm

R Ma, M Karimzadeh, A Ghabussi, Y Zandi… - Engineering with …, 2021 - Springer
Composite beams (CBs) include concrete slabs jointed to the steel parts by the shear
connectors, which highly popular in modern structures such as high rise buildings and …

[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 …

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 …

Numerical study of steel rigid collar connection affecting cyclic loading

SM Hosseini, R Rahnavard - Engineering Structures, 2020 - Elsevier
In existing connections, the continuity plates are used to transfer forces from beam to
column. The continuity plate can be used easily in the H-column from the practical point of …

Cyclic performance of bolted end-plate RWS connection with vertical-slits

H Nazaralizadeh, H Ronagh, P Memarzadeh… - … of Constructional Steel …, 2020 - Elsevier
The reduced beam section (RBS) connections are widely used in construction buildings due
to their desirable ductility and strength. The current reduced web section (RWS) connections …

Experimental cyclic behavior of connection to double-skin composite wall with truss connector

Y Qin, GP Shu, HK Zhang, GG Zhou - Journal of Constructional Steel …, 2019 - Elsevier
Double-skin composite walls have been increasingly applied in high-rise buildings. The
behavior of connection to the wall under seismic action is essential to the performance of the …

Cyclic dependency assessment of RBS moment connection in box-column

M Ghassemieh, SR Mirghaderi - Journal of Constructional Steel …, 2021 - Elsevier
In the present research, seismic performance of reduced beam section (RBS) moment
connections in box-columns subjected to different loading protocols was evaluated through …

Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates

T Zhou, Z Yang, Z Chen, Y Yu - Journal of Constructional Steel Research, 2022 - Elsevier
L-shaped column composed of concrete-filled steel tube mono-columns connected by
double vertical plates (LCFST-D) is widely used in high-rise buildings because it can be …

Numerical and experimental study on the behavior of drilled flange steel beam to CFT column connections

A Parvari, SM Zahrai, SM Mirhosseini, E Zeighami - Structures, 2020 - Elsevier
Numerous studies conducted on different types of rigid connections such as reduced beam
section (RBS) and drilled flange (DF) showed their ductile behavior. This paper evaluates …

Seismic behavior of exterior-diaphragm CFSST connections with or without PBL

W Zhu, C Feng, Y Liu, B Yan - Engineering Structures, 2022 - Elsevier
The exterior-diaphragm connection to concrete-filled square steel tubular columns with
perfobond ribs (ie, exterior-diaphragm CFSST connection with PBL) is an innovative …