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Behaviour of Bolted Beam-Column Connections under Catenary Action in Damaged Steel Structures
The capability of a steel structure to bridge over a local damage is to a large extent determined by the capacity of the beam-column connections. Catenary action is an effective loadbearing system in a damaged structure in order to prevent progressive collapse. Catenary tests of two types of connections, the bolted heel connection and the bolted end-plate connection, were performed.
Behaviour of Bolted Beam-Column Connections under Catenary Action in Damaged Steel Structures
The capability of a steel structure to bridge over a local damage is to a large extent determined by the capacity of the beam-column connections. Catenary action is an effective loadbearing system in a damaged structure in order to prevent progressive collapse. Catenary tests of two types of connections, the bolted heel connection and the bolted end-plate connection, were performed.
Behaviour of Bolted Beam-Column Connections under Catenary Action in Damaged Steel Structures
U. A. Girhammar (author)
1980
139 pages
Report
No indication
English
Behaviour of bolted beam-column connections under catenary action in damaged steel structures
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