Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures

Currently, there is no “timber moment frame structural system,” as the basic glulam beam‐to‐column connections (usually represented by the bolted connections with slotted‐in steel plates) offer limited rotational stiffness such that they are usually treated as pin connections. This paper proposes an...

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