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 …
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 …
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 …
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 …
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 …
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 …
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 …
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 …
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
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 …
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 …
perfobond ribs (ie, exterior-diaphragm CFSST connection with PBL) is an innovative …