Tarek Kewaisy, PhD, PE, PMP will be presenting a paper entitled, “Advanced Simulation of Blast Response of Reinforced Concrete slabs with Varying Material Strength” at Structures Congress 2018 on Saturday, April 21 from 10:00 AM – 11:30 AM in room...
Ahmed Khalil, Ph.D., P.E., M. ASCE will be presenting a paper entitled, “Nonlinear Dynamic Impact Analysis of Collapsed Debris Using Applied Element Method” at Structures Congress 2018 on Friday, April 20 from 9:30 AM – 10:30 AM in room 202B...
Ahmed Khalil, Ph.D., P.E., M. ASCE will be presenting a paper entitled, “Multi-hazard Modeling of Vapor Cloud Explosion for Offshore Structures Using AEM” at Structures Congress 2018 on Thrusday, April 19 from 1:30 PM – 3:00 PM in room 203BC...
SSS recently tuned 23, and even though it may be getting up there in years, we are just as committed as we were in the beginning to ensuring it is kept up to date and stays the most advanced light steel framing design tool on the market. We are constantly improving...
Ahmed Khalil, P.E, Ph.D from ASI and Tarek Kewaisy, P.E., Ph.D. from Louis Berger will be co-presenting a paper titled “Advanced Modeling of Blast Response of Reinforced Concrete Slabs with and without FRP Retrofit” on March 26 2018 at ACI...
The 3rd Newsletter for INACHUS has just been released. It details ASI’s role in performing onsite structural collapse analysis of a reinforced concrete building for use by Urban Search & Rescue (USAR) during emergency response to collapsed or damaged...
Ambient vibration measurements and 3-D nonlinear time-history numerical modeling are used to assess the retrofitting measures conducted in a 6-story unreinforced masonry building (URM) built in the end of the 19th century in Switzerland. Retrofitting measures were...
Deliverable 3.2 Summary Report Report on Model Enhancement and Validation Cases was just released. The report identifies the promising of the capabilities of Extreme Loading for Structures (ELS) to be used in disaster response situations to accurately predict...
SSignificant research effort has been devoted in recent years to the evaluation of the capacity of steel frame structures to resist progressive collapse after sudden column loss. Due to the complex load-structure interaction and material behaviour, it can be very...
The first session “Performance Based Design for Progressive Collapse,” is focused on designing for progressive collapse, blast, earthquakes, and other extreme loads. Performance Based Design for Progressive Collapse(Session 1: 2/19 – 2/20) Terrorist...