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Steel Structures Subjected to Dynamic Loads in Connection with Progressive Collapse. Dynamic Buckling
When a building is subjected to local damage there is a risk that the damage will develop into a progressive collapse. One way of reducing this risk is to provide for an alternative load-carrying system. It is however possible that the structure will not sustain the dynamic effects during the transition stage before the alternative bearing system is developed. This report contains a study of the dynamic transition stage, with special reference to dynamic column buckling.
Steel Structures Subjected to Dynamic Loads in Connection with Progressive Collapse. Dynamic Buckling
When a building is subjected to local damage there is a risk that the damage will develop into a progressive collapse. One way of reducing this risk is to provide for an alternative load-carrying system. It is however possible that the structure will not sustain the dynamic effects during the transition stage before the alternative bearing system is developed. This report contains a study of the dynamic transition stage, with special reference to dynamic column buckling.
Steel Structures Subjected to Dynamic Loads in Connection with Progressive Collapse. Dynamic Buckling
P. Christiansson (Autor:in)
1981
120 pages
Report
Keine Angabe
Englisch
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