Software
Progressive Collapse Analysis of Existing Buildings – A Performance Based Approach
The paper describes the complexity of the seismic assessment and rehabilitation of three different existing buildings in New Zealand. The assessment was performed using Progressive Collapse Analysis. This method has been materialized into explicit requirements for...
Collapse Analysis of the Santo Stefano Tower
During the 2009 L’Aquila earthquake, the tower of Santo Stefano di Sessanio, the town’s iconic symbol, collapsed to the ground. The tower was believed to have been rendered vulnerable to collapse because of 20th-century renovations to the tower’s...
Seismic Assessment of Damaged Margherita Palace Using Applied Element Method
This paper was presented at the 16th World Conference on Earthquake Engineering (16WCEE) in Santiago, Chile, January 9th-13th, 2017. The paper is a result of research into the use of Extreme Loading for Structures in seismic assessment and retrofitting historic...
ELS at the 16th World Congress on Earthquake Engineering (16WCEE)
Are you attending the World Conference on Earthquake Engineering (16WCEE) in Chile January 9th-13th, 2017? Learn more about how you can use Extreme Loading for Structures for the performance based design of structures against seismic, blast, high wind, impact,...
The Influence of Structural Arrangement on Long-duration Blast Response of Annealed Glazing
This paper investigates the influence of structural arrangement on long-duration blast loaded annealed glazing via variable thickness, area, aspect ratio and edge support conditions. Initially, the findings of eighteen full-scale air-blast trials employing 33 annealed...
The Influence of Structural Arrangement on Long-duration Blast Response of Annealed Glazing
This paper investigates the influence of structural arrangement on long-duration blast loaded annealed glazing via variable thickness, area, aspect ratio and edge support conditions. Initially, the findings of eighteen full-scale air-blast trials employing 33 annealed...
Effects of Close Range Blasts on Steel Frames. Experimental Testing and Numerical Validation
During last decades, there was an increased interest from research and design professionals to provide effective strategies in protecting buildings and other assets from the direct effects of blasts or other incidents. Experimental tests, conducted over a large range...
Effects of Close Range Blasts on Steel Frames. Experimental Testing and Numerical Validation
During last decades, there was an increased interest from research and design professionals to provide effective strategies in protecting buildings and other assets from the direct effects of blasts or other incidents. Experimental tests, conducted over a large range...
Experimental Testing and Numerical Analysis of 3D Steel Frame System Under Column Loss
Multistory steel frames are expected to provide resistance to progressive collapse following local damage or failure caused by extreme loading events. Features like ductility and continuity provide more deformation capacity and redistribution of loads so...
Cold-Formed Steel Design Software
We discussed in previous articles some of the advantages of Cold-Formed Steel (CFS) over other systems. In this article, we are going to discuss a unique software that is used only to design CFS. This software is called the Steel Smart System or SSS. The software is...