Computational Models
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What are Computational Models?
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
Show Results ↓ Hide Results ↑The following were top-rated resources in this type as voted by the user community. Make sure to review resources as you use them!
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Hyperbolic Tangent Model (Version 2) for 200 kN Large-Scale Magneto-Rheological Fluid (MR) Damper
03 Jun 2012 | 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. This version (Version 2) added a model of the inductance dynamics of the large-scale …
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Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges
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. Dyke, S. J., Caicedo, J. M., Turan, G., Bergman, L. A. and Hague, S. Phase I Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges, Journal …
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Hyperbolic Tangent Model for 200 kN Large-Scale Magneto-Rheological Fluid (MR) Damper
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 …
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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.
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Evaluation of the 9-Story Benchmark Building Shear Model
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). …
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Phenomenological Bouc-Wen Model for 200 kN Large-Scale Magneto-Rheological Fluid (MR) Damper
27 Jan 2012 | Computational Models | Contributor(s): Anthony Friedman, Zhaoshuo Jiang
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 …
