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Hi all i want to do time history analysis for soil structure model by abaqus please anybody could help me how can i convert shear modulus G/G0 to shear strain (gamma) curve to Yield Stress to Plastic Strain curve in order to use it as input in Abaqus

kindly if you can share with me your email so i can send to you .inp file of my model for further details thank you

Hello dear and thanks for reply I determined the values of Rayleigh damping parameters by conducting site response analyses using nera software and using the angular frequency values of model And i’m using implicit dynamic analysis procedure in determining the seismic response

Hello all I want to study the effects of considering soil structure interaction on seismic response of steel frame using abaqus software. However, when assigning the soil damping parameters (Rayleigh damping), the soil structure model shown lower response compared with fixed base model in terms...

I'm trying to validate soil structure interaction and fixed base numerical analysis that was calculated in abaqus with the previously done shaking table test (Tabatabaiefar et al. 2014), The scaled frame structure is made of steel, with a height of 1.5 m and width of 0.4 m, the material...

Hello all i'm trying to do a verification process of a numerical soil structure model in Abaqus by comparing its response with experiment shaking table results for the fixed base case, the results of natural frequency and lateral deflection (which is calculated by subtracting the base...