STUDY ON HYSTERETIC DAMPING AND DEFORMATION PROFILE ALONG THE HEIGHT OF REINFORCED CONCRETE BOX-SHAPED WALL BUILDINGS
壁式鉄筋コンクリート構造建物の履歴減衰と変形分布に関する研究

Hisahiro HIRAISHI, Hiroaki MOTOHASHI, Tadashi KIMURA
2004 Journal of Structural and Construction Engineering (Transactions of AIJ)  
concrete box − shaped wa 皿 structures . The e 吼 uival β nt estimation method of the hysteretic damping . is proposed and examined for th6 test hysteretic curves , which had not stationary loop . Then , the calculated hysteretic damping ratio of reinfi )rced concrete box ・ shaped wall structures is 〔 hscussed and summarized . The paper also concludes that the deformation profile along the height of a structure is estimated by considering appropriately the rotationed deformation in addition to
more » ... ar and flexural deform . ations , and deterioration in flexural
doi:10.3130/aijs.69.131_1 fatcat:4famkoc6mrf5zl752zo5vxk3vi