Advanced seismic analysis and performance-based design
with convenient workflow and accurate result.
Seismic analysis and performance-based design are
more important than ever. Specialized seismic features let you tackle
any seismic issues without a cumbersome process.
From simple static analysis to a nonlinear time history analysis,
midas Civil software can efficiently handle any seismic project.
A better fiber section for extracting train value for CHBDC,
better performance-based pushover workflow for AASHTO,
and more advanced (friction pendulum) inelastic hinges.
Achieve the advanced analysis, convenient workflow, and
accurate results with midas Civil.
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Static Analysis In midas Civil, you can represent the seismic load using a static load in the direction lateral to the structure. The program has different functions that allow you to apply point loads and uniform/variable load patterns on the bridge to simulate the seismic load in an effortless and precise way. |
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Pushover Analysis Execute a performance-based design using force or displacement control in midas Civil. Define the hinge properties using manual or automatic calculation and consider Geometric Nonlinearity due to large displacement. midas Civil also allows you to perform pushover analysis considering the nonlinear soil springs. Select the load pattern (Based on a static load case, mode shape, uniform acceleration, etc.) that best suits your project |
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Response Spectrum Analysis In midas Civil, the Response Spectrum Analysis calculates modal responses using the natural periods obtained by Eigenvalue analysis considering Eigenvectors or Ritz vectors. midas Civil has specific functions for reviewing the mode shapes, frequencies, and modal participation factors of the entire bridge, considering superstructure and substructure. The program allows you to select from different types of modal combinations. |
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Inelastic Time History Analysis Midas Civil allows you to perform elastic and inelastic time history analysis. When considering inelastic, you will be able to easily define fibers using different material and modeling functions to simulate the nonlinear behavior of your bridge. In a structure with multiple supports, midas Civil can apply different time history forcing functions in ground acceleration to various supports at varying times. The time-history-specific functions can easily extract the results including the dissipated energy. |
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Boundary Nonlinear Time History Analysis Boundary nonlinear time history analysis is used to analyze structures with nonlinear support conditions such as base isolators, viscous dampers in a seismic event. Midas Civil has multiple types of devices such as Viscoelastic Damper, Gap, Hook, Hysteresis System, Base Rubber, and Friction Pendulum System Isolators used in the seismic analysis. The time-history-specific functions can easily extract the hysteretic behavior of the devices. |
Explore seismic projects from midas users
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Download seismic analysis guide
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