Seismosoft | Earthquake Engineering Solutions

<t>Thanks for the response.<br/>
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The reason i am carrying out adaptive pushover analysis (as well as eigenvalue analysis) is to obtain the modal quantities at the yield point.<br/>
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I am aiming to compute the modal participation factor and modal mass coefficient according to the ATC-40 ...

<t>Hello,<br/>
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As part of a university research project I am running a number of reinforced concrete frame models through SeismoStruct, with the aim of producing a capacity-demand diagram in acceleration - displacement format.<br/>
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I am currently carrying out a modal analysis of a 3 ...