SEMI-RIGID DIAPHRAGM, RESPONSE SPECTRUM METHOD, COMMON BASIS

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enginuy

New Member
What are your thoughts on the attached project? Is there a logic error or something wrong? When is the response spectrum method preferred, is it okay if I analyze this project according to this method? I thought of the flooring as cork flooring and solved it as a semi-rigid diaphragm and multiple rigid diaphragms on the floor. And I defined the basis as common.
 
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