Seismic Behavior of Symmetric and Asymmetric Steel Structures with Rigid and Semirigid Diaphragms

AbstractThe torsional behavior of braced frames can be significantly influenced by the sequence of brace buckling, hinge development in beams or columns, and in-plane deformation of the diaphragm, even for the case of symmetric configurations. To understand these effects, six four-story steel braced...

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