THIS PAPER REVIEWS THE ADVANTAGES AND DISADVANTAGES OF THE THREE FRAMING SYSTEMS INCLUDING MOMENT-RESISTING FRAMES, CONCENTRICALLY BRACED FRAMES AND ECCENTRICALLY BRACED FRAMES. SOME DESIGN GUIDELINES ARE GIVEN. EXPERIMENTAL RESULTS ARE PROVIDED ON THE BEHAVIOR OF THE CRITICAL ELEMENTS FOR EACH SYSTEM OF FRAMING.
CITATION STYLE
POPOV, E. P. (1982). SEISMIC STEEL FRAMING SYSTEMS FOR TALL BUILDINGS. ENG J AM INST STEEL CONSTR, V 19(N 3), 141–149. https://doi.org/10.62913/engj.v19i3.385
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