スティールキャップを有するアンボンドPCaPC柱・梁圧清接合によるト型試験体の繰返し載荷実験(構造)

概要

論文の詳細を見る
Experimental results of new precast concrete beam-column connections constructed by post-tensioning precast beams to precast columns using unbonded tendons are presented. The connections consist of precast beams which has steel cap at its ends and precast columns which has steel band at the connection region. The steel cap and steel band are used to reduce damage in the plastic hinge region of precast beams. Four test specimens were subjected to reversed cyclic loading and comparisons were made between the behavior of presented precast concrete specimens and conventional precast concrete specimen.
社団法人日本建築学会の論文
2008-06-20