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40mm Beam-to-column connections in the braced frames are assumed as pin connections in seismic design, and seismic performance of the braced frames depends on the strength of the brace. However, the effects of various differences in connection details on the seismic performance of the braced frames are unclear. The aspects are investigated in the present paper, and their effects on the structural behavior are described. Cyclic loading tests of 2 story-1 bay full-scale braced frames with various connections were carried out in order to investigate the effect of connection eccentricity of brace and details of the beam-end connection. The test results indicate that the connection eccentricity of brace decreases the maximum strength and elastic stiffness of the braced frame.

EXPERIMENTAL STUDY ON 2 STORY-1 BAY FULL-SCALE BRACED FRAME FOCUSING ON THE DIFFERENCE OF CONNECTION DETAIL