Australian Steel Institute - Rotation capacity of MR beam-to-column joints under cyclic loading

Title: Rotation capacity of MR beam-to-column joints under cyclic loading
Author: GRECEA, D.|STRATAN, A.|CIUTINA,A.|DUBINA, D.
Publish Date: 31 Jul 2005
Media Type: Journal article
Publisher: Bouwen met Staal
Call Number: CONF 624.078(061.3) INT
Code: 26207
Source: Connections in steel structures V: behaviour strength and design, 2004
Page: 141-154
Attachments: Member only Resource

Related Content

Innovative duplex coated galvanized steel wins Sorel Award [Frankston Train Station Upgrade]

2018 Steel Excellence Awards - Western Australia, Victoria and Tasmania

Analytical model for initial rotational stiffness of steel beam to concrete-filled steel tube column

High-end roofs for central bus stations in the federal state of Baden-Wuerttemberg

Experiments on the rotational capacity of beams made of high-strength steel

Rational care practices spur national rewards [ASI National Health and Safety Excellence Awards 2017

New moment-rotation equation for welded steel beam-to-column connections

Influence of sheet-to-purlin fastener properties on the rotational restraint of cold-formed Z-purlin

Next stop: smart, safe link between rail modes. Helensvale Light Rail Station, Queensland [Cox Archi

Search