杭頭半剛接合構法を採用した杭基礎建物と地盤の模型振動実験

概要

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Shaking table tests are conducted on soil-pile-structure models to investigate the seismic behaviour of buildings with semi-rigid pile head connections. The dynamic test results show that (1) The semi-rigid pile head connection is effective to reduce bending moment of piles and footing beams; (2) In case of semi-rigid pile head connections, the shear force of pile head at the edge of building tend to increase, when axial force increase; and (3) The maximum acceleration of superstructure with semi-rigid pile head connections is slightly smaller than that of rigid one in this study.
社団法人日本建築学会の論文
2006-04-30