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Computational Models

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Define a particular system (such as bridges, buildings or soils) and are used to study the system\'s behavior using computer simulations.

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Community Top Rated Resources

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The following were top-rated resources in this type as voted by the user community. Make sure to review resources as you use them!

  1. Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges

    0.0 out of 5 stars 

    28 Jul 2011 | Computational Models | Contributor(s): Shirley Dyke, Juan M Caicedo

    This computational model contains the original files for the Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges.   S. J. Dyke J. M. Caicedo G. Turan L. A. Bergman S. Hague   Dyke, S. J., Caicedo, J. M., Turan, G., Bergman, …

  2. Hyperbolic Tangent Model for 200 kN Large-Scale Magneto-Rheological Fluid (MR) Damper

    0.0 out of 5 stars 

    15 Aug 2011 | Computational Models | Contributor(s): Zhaoshuo Jiang, Richard Christenson

    This is a Hyperbolic Tangent model for 200 KN large-scale magneto-rheological fluid damper (a model of the PWM Servo-Amplifier used to drive the damper is also included) developed at the University of Connecticut. The physical counterpart of this model is the 200 kN large-scale MR dampers that …

  3. FEM Element for Combined Loadings

    0.0 out of 5 stars 

    29 Sep 2011 | Computational Models | Contributor(s): Ravi Mullapudi

    The Finite element code developed for combined loadings is given here. The code was developed in FEAP which is Fortran based and OpenSees which is C++ based. This code will be continuously improved and will be updated here.   The effect of earthquakes on reinforced concrete structures …

  4. 9 story building model

    0.0 out of 5 stars 

    12 Dec 2011 | Computational Models | Contributor(s): Ahmad AlNaseem

    This Model presents a representation of a 9 story and 9 degree of freedom model for a building excited by and earthquake input.

  5. Evaluation of 9-Story Benchmark Building Shear Model

    0.0 out of 5 stars 

    24 Jan 2012 | Computational Models | Contributor(s): Amin Maghareh, Matthew J. Barnes, Zhuoxiong Sun

    In this model, the 9-strory benchmark FEM model is remodeled as a 9 degree of freedom shear building model.To evaluate the model, the displacement, velocity and acceleration responses of the shear model are compared to those obtained using the FEM model (time history comparison and RMS response). …

  6. Phenomenological Bouc-Wen Model for 200 kN Large-Scale Magneto-Rheological Fluid (MR) Damper

    0.0 out of 5 stars 

    27 Jan 2012 | Computational Models | Contributor(s): Anthony Friedman

    This is a Phenomological Bouc Wen model for 200 KN large-scale magneto-rheological fluid damper (a model of the PWM Servo-Amplifier used to drive the damper is also included) developed at the Purdue University. The physical counterpart of this model is the 200 kN large-scale MR dampers that are …