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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. 

 

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  MIDAS WEBINAR  

Analysis and Design of Post-Tensioned Straddle Concrete Bents using Midas Civil
Thursday, September 12th, 2024 at 1 PM ET 

This presentation highlights different modeling techniques that can be used to analyze and design post-tensioned Concrete Bents using Midas Civil. The session focuses on procedures for performing construction staged analysis for post-tensioned bents designed to straddle underlying railroad tracks. Determining the bent section dimensions, appropriate layout and profile of the tendons, and the bent/column connection type are key factors for an efficient design.

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CIVIL NX Release!

In MIDAS CIVIL NX, APIs automate the transformation of diverse simulation
conditions from Excel sheets to the model, including section details, material properties, loads, and boundaries.

 

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