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[HTML][HTML] Experimental and numerical characterization of column webs/faces loaded out-of-plane in steel joints
This paper presents a comprehensive investigation into the behavior of column webs/faces
under out-of-plane loading within steel joints. The experimental component of the study …
under out-of-plane loading within steel joints. The experimental component of the study …
Failure response of bolt-clamped sandwich containing a hybrid foam core with continuous composite encasement
J Ren, H Meng, W Gao, X Li, D Zhang, H Zhu, J Wu… - Composite …, 2025 - Elsevier
Investigating the failure behaviors and load-bearing performance of bolt-clamped target
loaded is crucial for the design of the connection between purposely designed parts to …
loaded is crucial for the design of the connection between purposely designed parts to …
Seismic performance of double-sided plate-reinforced connections between steel beams and built-up box columns
G Shi, S Jiang, N Zhang, L Hou, H Zhao - Thin-Walled Structures, 2025 - Elsevier
Plate-reinforced connections (including cover-plate and flange-plate connections) are
considered to be two types of improved seismic beam-to-column connections with the …
considered to be two types of improved seismic beam-to-column connections with the …
Evaluation of the leg assembly using European norms and Indian standard
The study gives the evaluation of the component using EN and IS standard. The parameters
for the design of the component for static load as the assembly withstand the load …
for the design of the component for static load as the assembly withstand the load …
[PDF][PDF] Seismic performance of double-sided plate-reinforced connections between steel beams and built-up box
G Shi, S Jiang, N Zhang, L Hou, H Zhao - researchgate.net
Plate-reinforced connections (including cover-plate and flange-plate connections) are
considered to be two types of improved seismic beam-to-column connections with the …
considered to be two types of improved seismic beam-to-column connections with the …