耐震補強壁接合部に用いる新しいひびわれ防止筋の効果に関する実験的研究

概要

論文の詳細を見る
It is required to strengthen the aseismic performance of public facilities and extend the period of their life rather than demolish and rebuild existing structures. Tests on reduced scale models were conducted to investigate the performance of the crack prevention reinforcement used in the connection of the steel frame to the existing reinforced concrete buildings. From test results, the method of employing the mesh reinforcement as the crack prevention reinforcement is a remarkable improvement in the ductility and energy absorption capacity on the cormection methods currently in use.
一般社団法人日本建築学会の論文
1996-03-20