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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...

Efficient Measures to Mitigate Effects of Terrorist Bomb Attacks on Buildings

by Applied Element Method | Nov 2, 2015 | Journals

This paper aims to present concepts that can help structural engineers mitigate the threat of hazards associated with terrorist attacks on new and existing buildings. The first part of the paper briefly refers to the bomb blast effects, to the damage of exposed...

Structural Stability of Buildings Exposed to the Risk of Terrorist Bomb Attacks

by Applied Element Method | Oct 12, 2015 | Other Publications, Thesis

Terrorist acts of the past two decades have resulted in major changes in approaches further military actions, while having consequences for all areas of social life. Many of terrorist attacks targeted or collaterally affected buildings, destroying them entirely or...

Residual Axial Capacity of Reinforced Concrete Columns Subject to Internal Building Detonations

by Applied Element Method | Sep 4, 2015 | Journals

This paper details the development of an engineering assessment procedure for reinforced concrete (RC) column failure when subjected to time-variant coupled axial and lateral loads due to internal building detonations. This is based on a comprehensive parametric study...

Infilled Masonry Walls Contribution in Mitigating Progressive Collapse of multistory Reinforced Concrete Structures According to UFC Guidelines

by Applied Element Method | Jun 29, 2015 | Journals

Astructure is subjected to progressive collapse when an element fails, resulting in failure of adjoining structural elements which, in their turn, cause further structural failure leading eventually to partial or total collapse. The failure of a primary vertical...
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Recent Posts

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