2018 Volume 24 Issue 57 Pages 601-606
The purpose of this research is to clarify double shear with force acting in the opposite direction of bolted joints with the steel side plates. Experiment verified the validity of calculation method of shear stiffness by theory of a beam on elastic foundation and calculation method of shear yield strength by European yield theory. And it was clarified that shear performance of double shear with force acting in the opposite direction and single shear are the same if the bolt length is more than a certain value.
Ethical standards of the publisher (‘Ethical Standards Concerning the Peer Review for the Presentation of Architectural Transactions and Works’)
