[共通セッション] 土木分野におけるセンサ技術の利用と可能性

土木分野におけるセンサ技術の利用と可能性(1)

Chair:Keigo Oota

+Add all to schedule

[CS9-01] Vibration Mode Estimation on RC Slab of 2-continuous-span Girder Supported by a Portal Pier with Steel Beam

〇Sakiko Mishima¹, Shohei Kinoshita¹, Shigeru Kasai¹, Hideaki Takaku², Satoshi Himoto² (1.NEC Corporation, 2.East Nippon Expressway Company)

[CS9-02] Vibration Mode Change about Bridge RC-slab of 2-continuous-span Girder at Before and After Repairment

〇Shohei Kinoshita¹, Shigeru Kasai¹, Sakiko Mishima¹, Hideaki Takaku², Satoshi Himoto² (1.NEC Corporation, 2.East Nippon Expressway Company)

[CS9-03] Fundamental study on the possibility of line measurement using plastic optic fiber

〇Wataru Arase¹ (1.KOBE University)

[CS9-04] Measurement of natural vibration mode of two-span continuous steel I-girder with temporary repairs to the concrete slab.

〇Hideaki Takaku¹, Hisao Kikuchi¹, Shigeru Kasai², SHOHEI KINOSHITA² (1.East Nippon Expressway Company, 2.NEC Corporation)

[CS9-05] Measuring System of Natural Frequencies of Bridge Piers Using Acceleration Sensor

〇Katsuhiro Yujiri¹, Taiki Kato¹ (1.Kozobutsusekkei)

[CS9-06] EXPERIMENTAL FEASIBILITY STUDY FOR SLIGHT DAMAGE DETECTION AND LONG-TERM DEFORMATION MONITORING OF STRUCTURES BY AMBIENT VIBRATION

〇Hoang Trong Khuyen¹, Hiroyuki Uchibori¹, Hiroo Shinozaki¹, Naoki Nagamoto¹ (1.Sumitomo Mitsui Construction Co., Ltd.,)

[CS9-07] The freezing effect on natural frequencies of a model bridge in low-temperature range

〇Akihiro Iseki¹, Yoshihide Endou¹, Takatoshi Yamagishi¹ (1.Nohmi Bosai Ltd.)

[CS9-08] Monitoring-based FEM-MBS analysis scheme for vehicle-bridge interaction system

Qi Hu¹, 〇Di Su¹, Tomonori Nagayama¹ (1.The University of Tokyo)

[CS9-09] Displacement estimation based on measured acceleration responses and non-linear hysteresis parameter identification

〇Kana Ishihara¹, Yaohua Yang¹, Tomonori Nagayama¹, Di Su¹ (1.Department of civil engineering, the University of Tokyo)

[CS9-10] Examination on applicability of deflection measurement of RC slab using special acceleration sensor

〇Shimpei Kikuchi¹, Shohei Suguro¹, Shinya Watanabe¹, Hisatada Suganuma², Yutaro Umekawa² (1.Japan Construction Method and Machinery Research Institute, 2.Tokyo Tech Engineering Solutions, INC)

Session information