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Post-Fracture Response of Blast Loaded Monolithic Glass

by Applied Element Method | Mar 27, 2015 | Conferences

This paper investigates transient dynamic loading and response of glazing panels. This is a complex phenomenon dependent upon material properties, structural arrangement and proximity to the explosive source. To date, modelling glazing breakup and post-fracture...

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...

Demolição de Edifícios de Betão Armado por Métodos Explosivos

by Applied Element Method | Nov 21, 2014 | Other Publications, Thesis

As time advances structures in Portuguese built areas start to show high levels of degradation. This suggests that when rehabilitation is no longer a viable option these structures need to be demolished. The demolition of structures by the use of explosives is a...

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,...
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Recent Posts

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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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