New initial stiffness equation for the bearing component of bolted thin-walled steel plates
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference23 articles.
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Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Theoretical investigation and design recommendations for the initial stiffness of Fe-SMA/steel bolted joints in shear;Engineering Failure Analysis;2024-04
2. Experimental study on mechanical properties of bolted joints between Fe-SMA and steel plates;Engineering Structures;2023-12
3. Numerical study on the stiffness and ultimate strength of cold-formed steel C-shaped connectors under pull-out failure;Australian Journal of Structural Engineering;2022-11-24
4. Block shear capacity in cold-formed lean duplex stainless steel double-shear bolted connections;Thin-Walled Structures;2021-04
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