^○Ruizhi Wen^{1, 2}, Yefei Ren^{1, 2}, Kun Ji^1,2, Haiying Yu^1,2 (1.Institute of Engineering Mechanics, China Earthquake Administration,Harbin,China, 2.Key Laboratory of Earthquake Engineering and Engineering Vibration,Harbin,China)

^○Hiroyuki Goto¹, Yoshiya Hata², Masayuki Yoshimi³, Nozomu Yoshida⁴ (1.Kyoto University, Kyoto, Japan, 2.Osaka University, Osaka, Japan, 3.National Institute of Advanced Industrial Science and Technology, Ibaraki, Japan, 4.Tohoku Gakuin University, Miyagi, Japan)

^○Tomiichi Uetake¹, Kazuhito Hikima², Masatoshi Fujioka², Yoshihiro Sawada³, Shutaro Sekine³ (1.Tokyo Electric Power Company Holdings, Yokohama, Japan, 2.Tokyo Electric Power Company Holdings, Tokyo, Japan, 3.Association for the Development of Earthquake Prediction)

^○Haruo Yoshida¹, Yoshiyuki Sato¹, Kikuji Kobayashi¹, Naoko Umeda², Shinichi Sakai³, Hirata Naoshi³ (1.Research & Development Institute, Takenaka Corporation, Chiba, Japan, 2.Building Design Department, Tokyo Main Office, Takenaka Corporation, Tokyo, Japan, 3.Earthquake Research Institute, The University of Tokyo, Tokyo, Japan)

^○Hiroshi Kawase¹, Fumiaki Nagashima¹, Kenichi Nakano², Yuta Mori³ (1.DPRI, Kyoto University, Uji, Japan, 2.TRI, HAZAMA ANDO CORPORATION, Tsukuba, Japan, 3.J-Power, Tokyo, Japan)