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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...

Earthquake Pounding Effect on Adjacent Reinforced Concrete Buildings

by Applied Element Method | Nov 30, 2014 | Journals

During earthquakes, pounding of adjacent buildings occurs due to their different dynamic characteristics as well as insufficient separation distance between them. Although earthquake loading is commonly considered in structural design, pounding of adjacent buildings...

Reduced Degree of Freedom Modeling for Progressive Collapse Analysis of Tall Buildings using Applied Element Method

by Applied Element Method | Nov 22, 2014 | Journals

Since progressive collapse of tall buildings can cause enormous damage, it should be considered during the design phase of tall buildings. The progressive collapse analysis of tall buildings using finite element methods is almost impossible due to the vast amount of...

Nonlinear analysis of the dynamic behavior of prefabricated pedestrian walkways

by Applied Element Method | Nov 7, 2014 | Journals

Earthquakes have been considered one of the most destructive and violent forces of nature, causing great tragedies and significant economic losses. The main of this study objective is to evaluate the overall behavior and site of three pedestrian bridges,...

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...
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Recent Posts

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