Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections

SM Mojtabaei, I Hajirasouliha, J Ye - Journal of Constructional Steel …, 2021 - Elsevier
Typical thin-walled cold-formed steel (CFS) elements and connections used in portal frames
are not generally suitable for moment-resisting frames in high seismic regions due to their …
被引用次数：32 相关文章

Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections

SM Mojtabaei, I Hajirasouliha… - Journal of Constructional …, 2021 - pureportal.strath.ac.uk
Typical thin-walled cold-formed steel (CFS) elements and connections used in portal frames
are not generally suitable for moment-resisting frames in high seismic regions due to their …
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[PDF][PDF] Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections

SM Mojtabaei, I Hajirasouliha, J Ye - core.ac.uk
Typical thin-walled cold-formed steel (CFS) elements and connections used in portal frames
are not generally suitable for moment-resisting frames in high seismic regions due to their …

Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections

SM Mojtabaei, I Hajirasouliha… - Journal of Constructional …, 2021 - eprints.whiterose.ac.uk
Typical thin-walled cold-formed steel (CFS) elements and connections used in portal frames
are not generally suitable for moment-resisting frames in high seismic regions due to their …

Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections

SM Mojtabaei, I Hajirasouliha… - Journal of Constructional …, 2021 - strathprints.strath.ac.uk
Typical thin-walled cold-formed steel (CFS) elements and connections used in portal frames
are not generally suitable for moment-resisting frames in high seismic regions due to their …