Reinforced Concrete Beam-Column Connection Seismic Failure Nonlinear Analysis

Soil Structure Interaction (SSI).     

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September 29, 2017

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September 22, 2017

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October 20, 2017

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CivilFEM Powered by Marc gives the user a complete library of geotechnical materials (soil & rocks) and incorporates advanced material models (Drucker Prager, Mohr Coulomb, Cam Clay) which enable a wide variety of problem domains as 2D and 3D soil modeling for construction and excavation, hardening and softening under cycling loads, pressure dependent behavior of porous soils, etc. aiding in the simulation of complex non-linear models.

Shear Wall Failure Analysis

Soil and Structure Interaction.

Modal Analysis.

Harmonic Analysis

Transient Analysis

Impact.

Reinforced Concrete Beam-Column Connection Seismic Failure Nonlinear Analysis

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             111 E Monument Ave #401, Kissimmee, FL 34741
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Some type of nonlinearity sources:•Material yielding in superstructure elements.
•Yielding of soil (cyclic softening).
•Base uplift or separation of foundation.
•Yielding of foundation structural elements.
2. The user can evaluate these nonlinear effects using response history analysis (Performed in the time domain).
3. The user can define different types of contact between soil and structure.
4. Application of direct method to perform SSI analysis.
5. Consideration of secondary effects like temperature, creep and shrinkage.
6. Construction sequential analysis to see the effect of excavations.

Next Webinars 

Slope Instability under Seismic Loads