@article{oai:muroran-it.repo.nii.ac.jp:00010574,
 author = {高橋, 昌道 and 松林, 美樹 and 窪田, 凌平 and TAKASE,  Yuya and 髙瀬, 裕也 and 溝口,  光男 and MIZOGUCHI, Mitsuo},
 issue = {61},
 journal = {日本建築学会技術報告集},
 month = {},
 note = {application/pdf, In this paper, we developed a crack width measurement program by image analysis and carried out an actual size loading experiment of RC nonstructural wall with parameters of rebar interval and rebar ratio. As a result, it was found that the width and the slip on the cracks increased with the increase of the reinforcing bar interval, and there was no effect on the crack width due to the difference in the reinforcing bar ratio. Moreover, the crack width density distribution and the slip were measured by an image analysis.},
 pages = {1133--1138},
 title = {鉄筋コンクリート二次壁の損傷評価に寄与する画像解析を用いたひび割れ特性の評価},
 volume = {25},
 year = {2019},
 yomi = {タカセ, ユウヤ and ミゾグチ, ミツオ}
}