Abstract: The debris field of earthquake-induced building collapse can block or reduce the capacity of adjacent sidewalks and roads, hinder emergency and evacuation operations, and therefore adversely influence the seismic resilience of a community. To consider the...
We’re happy to announce the release of our Advanced Structural Analysis Software, Extreme Loading for Structures (ELS) Version 6.0! ELS is used by structural engineers and researchers around the world to study the effects of blast, progressive collapse,...
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...
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,...
xtreme Loading® for Structures Software (ELS) offers a new advanced level of nonlinear dynamic structural analysis, which allows users efficiently to study...
Protect Against Structural Failure Efficient – Nonlinear Dynamic – Performance Based Design xtreme Loading® for Structures Software (ELS) offers a new advanced level of nonlinear dynamic structural analysis,...
Full Structural Model – Advanced Results - Design Optimization xtreme Loading® for Structures Software (ELS) a nonlinear dynamic structural analysis tool, gives users the ideal virtual environment to...
COST EFFICIENT – 3D SOLID ELEMENT – NONLINEAR DYNAMIC ANALYSIS xtreme Loading® for Structures Software (ELS) is the ideal nonlinear dynamic structural analysis tool to study the behavior of cold-formed steel...
Efficient – Cost Effective – Performance Based Design xtreme Loading® for Structures Software (ELS) is the ideal nonlinear dynamic structural analysis tool to study the behavior of structures due to seismic,...