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MIDAS LIBRARY
Soil Structure Interaction during Earthquake Using Boundary Nonlinear Analysis
Engineers! This article explains why it's important to consider how soil interacts with structures during earthquakes. Most engineering practices rely on methods that don't account for the non-uniform behavior of soil (nonlinearity). The article highlights how a specific analysis method, boundary nonlinear time history analysis, can be used to simulate nonlinearity and lead to more accurate and economical designs.
MIDAS WEBINAR
Bridges Exhibiting Simple Support for Dead Load & Continuous for Live Load (SDCL)
Wednesday, July 24th, 2024 at 1 PM ET
In this webinar, we will delve into the intricacies of simulating supported behavior under dead loads, which include the weight of the bridge itself and transitioning to continuous support conditions for live loads, such as traffic and environmental factors, using FEM (Finite Element Method) software. This standard industry practice, essential for accurate modeling and analysis, will be thoroughly explained. We will provide you with essential knowledge and practical insights, including construction sequencing, boundary conditions explanation, moving load analysis, and result interpretation, to enhance your understanding and application in bridge engineering projects.
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SIZES & NEEDS
Engineering software that provides useful features for simple projects and flexibility to deal with complex geometry - combining all important features of analysis software and design software
SUPPORT WHENEVER & WHEREVER YOU
NEED IT
The A-list of Structural Knowledge. With a complete collection of training videos to help shape your learning courses and a dedicated team of technicians. Grow together with your team and demonstrate your mastery.
NETWORKING PLATFORM THAT INNOVATES THE WAY ENGINEERS CONNECT
A networking platform that innovates how engineers connect and learn from other engineers. Develop a mutually beneficial relationship with Experts and engineers to improve your skills and grow your career.
