Glazing System Analysis Software
Glazing systems are widely used in office buildings around the world. They provide an open space feeling for the building occupants, and this makes them an attractive option. Unfortunately, they have a weakness, they are vulnerable to blast pressure induced from...
What’s New with SteelSmart System 7.8
Today we are releasing the newest version of our Cold Formed Steel (CFS) software, SteeelSmart System 7.8! We’ve been working on our Light Steel Framing Software for the better part of 20 years now. With every release we use market feedback to make the software...
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What’s New with SteelSmart System 7.8
Today we are releasing the newest version of our Cold Formed Steel (CFS) software, SteeelSmart System 7.8! We’ve been working on our Light Steel Framing Software for the better part of 20 years now. With every release we use market feedback to make the software...
“What If” Scenarios for Building Physical Security
Whether you are a building owner, structural engineer or a physical security consultant, there is always a question that you are asking. What if? What if a truck full of explosives enters your building, how much damage is expected? What if a parcel bomb was delivered...
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Recent Articles
New Methodology of Designing for ATFP Using Modified Alternate Load Path Method
A new methodology to design against disproportionate collapse is proposed for critical building that must be operational after a terrorist attack. The disproportionate collapse analysis uses the alternate path method where the structure must be designed to support the...
Structures Congress 2017: Ship Impact & Nonlinear Dynamic Collapse Analysis of a Single Well Observation Platform
Visit ASI Engineers as they present on the three-dimensional nonlinear dynamic analysis they performed on a single well observation platform. The structure consists of a single level service deck supported by three driven piles and a bracing frame. Extreme...
Structures Congress 2017: Ship Impact & Nonlinear Dynamic Collapse Analysis of a Single Well Observation Platform
Visit ASI Engineers as they present on the three-dimensional nonlinear dynamic analysis they performed on a single well observation platform. The structure consists of a single level service deck supported by three driven piles and a bracing frame. Extreme...
Ship Impact & Nonlinear Dynamic Collapse Analysis of a Single Well Observation Platform
A three-dimensional nonlinear dynamic analysis is performed for a single well observation platform. The structure consists of a single level service deck supported by three driven piles and a bracing frame. Extreme Loading® for Structures (ELS) software was used....
Ship Impact & Nonlinear Dynamic Collapse Analysis of a Single Well Observation Platform
A three-dimensional nonlinear dynamic analysis is performed for a single well observation platform. The structure consists of a single level service deck supported by three driven piles and a bracing frame. Extreme Loading® for Structures (ELS) software was used....
Visit ASI at Structures Congress 2017!!
Come visit us at this year’s Structures Congress in Denver, Colorado. We have staff presenting on topics using our Extreme Loading® for Structures (ELS) in the following sessions: Ship Impact & Nonlinear Dynamic Collapse Analysis of a Single...
Visit ASI at Structures Congress 2017!!
Come visit us at this year’s Structures Congress in Denver, Colorado. We have staff presenting on topics using our Extreme Loading® for Structures (ELS) in the following sessions: Ship Impact & Nonlinear Dynamic Collapse Analysis of a Single...
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...
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