This paper focuses on shear resistance of anchor bolts with deep embedment fastening steel column base to reinforced concrete foundation. The shear loading tests of a single anchor bolt were conducted to discuss effects of edge distance and reinforcements around an anchor bolt on shear capacity. From the test results, it is found that the prediction according to AIJ design provision does not adequately takes into account effects of edge distance in perpendicular to loading direction. Effective reinforcement arrangements to improve shear resistance of an anchor bolt were also investigated.
|ジャーナル||Journal of Structural and Construction Engineering|
|出版ステータス||Published - 2010 8|
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