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机译:Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests
National Taiwan University||National Center for Research on Earthquake Engineering (NCREE);
National Taiwan University;
University of CaliforniaTekirda? Namik Kemal UniversityUniversity of Michigan;
boundary condition; buckling; cyclic test; I‐shaped column; inflection point; two‐story subassemblage frame;