You can create an equivalent matrix in the content and combine the parameters with
MATLAB program then you can use an extraction equation to define the parameters in the ANSYS software and to calculate them.
The classification and simplicity of the structure of the content in software ANSYS alone is not feasible and requires an interface with MATLAB.
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[Reza] [Mokarramaydenlou] Ph.D.,P.E.,C.Eng,S.E.,M.ASCE
[Structural Engineering and Seismic rehabilitation Consultant ]
[Mokarramandpartners LLC]
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Original Message:
Sent: 04-18-2019 21:07
From: Kashif Salman
Subject: Effect of the ground motion parameters on the short period strucutures
Sir, I am using Ansys.
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Kashif Salman
Arabian center Design & Engineering Consultant
Dibba Fujairah
8210 32493087
Original Message:
Sent: 04-18-2019 19:24
From: Reza Mokarram Aydenloo
Subject: Effect of the ground motion parameters on the short period strucutures
Dear Kashif Salman
Which software do you use for modeling and analysis?
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Reza Mokarramaydenlou Ph.D.,P.E.,C.Eng,S.E.,M.ASCE
Structural Engineering and Seismic rehabilitation Consultant
Mokarramandpartners, LLC
Original Message:
Sent: 04-18-2019 02:15
From: Kashif Salman
Subject: Effect of the ground motion parameters on the short period strucutures
Greetings,
I am a bit curios about the earthquake motion parameters and its effect on the structural response. I did the time history analysis of short period structure under the 40 earthquake data set. I want to correlate the ground motion parameters with the structural response, but its not very clear. There is much research work concluding that the strong motion duration, earthquake frequency and PGA are the effective parameters but it varies with structure to structure.
My question is I have the response of the structure with the complete information of the ground motion parameters like Peak frequency contents,PGA, Arias intensity, single sided amplitude etc, how to correlate them in order to develop an equation which emphasizes on the structural response under these parameters? Thanks!
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Kashif Salman
Research Assistant, Structural System Laboratory South Korea
Kunsan National University South Korea
8210 32493087
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