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ON THE EFFECT OF SHEAR STIFFENING OF BEAM-TO-COLUMN CONNECTIONS IN ASEISMIC DESIGN OF LOW-RISE STEEL FRAMES : Part 2 Elasto-plastic response behavior of frames with different shear strength of beam-to-column connections

机译：关于横柱连接剪切变化在低层钢框架的抗震设计中的影响：梁柱连接不同剪切强度的框架弹塑性响应行为

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AKIO KAWANO; MINORU MAKINO;
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年度 1983
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ON THE EFFECT OF SHEAR STIFFENING OF BEAM-TO-COLUMN CONNECTIONS IN ASEISMIC DESIGN OF LOW-RISE STEEL FRAMES : Part 2 Elasto-plastic response behavior of frames with different shear strength of beam-to-column connections

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