抄録
This paper describes the results of experimental study on effect of lateral restriction of prestressed concrete poles using high strength concrete about bending deformation performance. I paid my attention to two types for lateral restriction and performed bending tests for external force to twice the design load. As a result, according to each form, I found two types at the time of destruction and found the force-drift angle relationship and the maximum ductility factor with ability of energy absorption. I particularly clarified the difference in deformation performance after first crack occurred.
