@article{oai:it-hiroshima.repo.nii.ac.jp:00001071,
 author = {岩井, 哲 and Iwai, Satoshi},
 journal = {広島工業大学紀要. 研究編},
 month = {Feb},
 note = {application/pdf, This study aims to investigate load-deformation capacity of wooden frame walls including with three sets of crossed diagonal timber members under earthquake, in order to use earthquake-resistant improvement of the existing wooden houses. The diagonal members like braces bear only axially compressive force and are expected to perform ductility. For reinforcement of tensile force, Glass Fiber Reinforced Plastics (GFRP) is used to resist in the structural frame. Two sets of experiments were conducted to investigate the strength of a glass fiber anchor for fixing a glass fiber sheet. One is column-to-beam connection test and the other is wooden frame wall test. For connection, 12 specimens were tested parametrically to check strength and variations due to construction work. For wall test, the stable load-carrying capacity is confirmed with wall magnification factor (wall proof strength) exceeding 4.0.},
 pages = {67--74},
 title = {ガラス繊維強化プラスチックを用いた木材接合部の 強度性能と木造耐震壁への補強効果},
 volume = {53},
 year = {2019},
 yomi = {イワイ, サトシ}
}