ON THE EFFECT OF SHEAR STIFFENING OF BEAM-TO-COLUMN CONNECTIONS IN ASEISMIC DESIGN OF LOW-RISE STEEL FRAMES : Part 1 Collapse load factor and equivalent energy absorption | Zendy

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ON THE EFFECT OF SHEAR STIFFENING OF BEAM-TO-COLUMN CONNECTIONS IN ASEISMIC DESIGN OF LOW-RISE STEEL FRAMES : Part 1 Collapse load factor and equivalent energy absorption

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