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Collapse Prevention Design Criteria for Moment Connections in Multi-Story Steel Frames Under Extreme Actions

by Applied Element Method | Dec 28, 2015 | Conferences

The paper investigates the role of beam-to-column connections in mitigation the progressive collapse of multi-story steel frame buildings in case of column loss. On this purpose, a set of moment frames with different beam-to-column connections is designed following...

Effect of Connection Between Reinforced Concrete Slab and Steel Beams In Multi-Story Frames Subjected to Different Column Loss Scenarios

by Applied Element Method | Dec 13, 2015 | Conferences

The paper investigates the contribution of floor systems to improving the progressive collapse  resistance of multi-story frame buildings following loss of a column. Composite action and  diaphragm effect of slab are taken into account by considering the interaction...

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Recent Posts

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