ずれ止め，一般 (2)

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[CS6-47] Effects on Shear Strength of Angle Shape Shear Connectors with or without Lateral Restraint

*Naoto Sawamura¹, Takaaki Ishii², Kotaro Kusakawa², Nobuhiro Moki², Yusuke Imagawa³, Osamu Oyama³ (1. Osaka Institute of Technology Graduate School, 2. Sumitomo Mitsui Construction Steel Structures Engineering Co., 3. Osaka Institute of Technology)

Keywords:

Steel concrete composite slab,Angle shape shear connectors,Static push-out test,Lateral restraint,Maximum shear strength,Slip constant

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