A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author)
1981
120 pages
Report
No indication
English
Improving Resistance Towards Progressive Collapse of RC Structures Subjected to Seismic Loads
| Springer Verlag | 2022