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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...

An Investigation of the Effectiveness of the Framing Systems in Steel Structures Subjected to Blast Loading

by Applied Element Method | Nov 6, 2014 | Journals

The effectiveness of different framing systems for three seismically designed steel frame structures subjected to blast loading is investigated. The three faming systems considered are: a moment resisting frame (MRF), a concentrically braced frame (CBF) and an...

Effect of Retrofit Strategies on Mitigating Progressive Collapse of Steel Frame Structures

by Applied Element Method | Apr 30, 2010 | Journals

In this study, the effect of three retrofit strategies on enhancing the response of existing steel moment resisting frames designed for gravity loads is investigated using Alternate Path Methods (APM) recommended in the General Services Administration (GSA) and the...
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Recent Posts

  • Modelling the in-plane/out-of-plane interaction of brick and stone masonry structures using Applied Element Method
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  • Using the Applied Element Method to simulate the dynamic response of full-scale URM houses tested to collapse or near-collapse conditions
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