Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan

Nagai, 2013, Bridge engineering in Japan, 1037 Fujino, 2016, Technical development in structural engineering with emphasis on steel bridges in Japan, J JSCE, 4, 211, 10.2208/journalofjsce.4.1_211 Ohashi, 1988, Honshu–Shikoku Bridge Authority Design of long-span highway and railway suspension bridges, Civ Eng Jpn, 27, 33 Honshu–Shikoku Bridge Authority. [Seto Ohashi bridge]. Honshu: Honshu–Shikoku Bridge Authority; 1989. Japanese. Committee on Editing of Honshu–Shikoku Bridge History. [Progress in Honshu–Shikoku Bridge]. Tokyo: Japan Bridge Engineering Center; 1985. Japanese. Fujino, 2012 Nakai, 2012, Performance-based seismic design for high-rise buildings in Japan, Int J High-Rise Build, 1, 155 Fujino, 2018, Vibration-based monitoring for performance evaluation of flexible civil structures in Japan, Proc Jpn Acad Ser B Phys Biol Sci, 94, 98, 10.2183/pjab.94.008 Takahashi, 1953, “SMAC” strong motion accelerometer, J Seismol Soc Jpn, 6, 117 Muto, 1977 Nagayama, 2010, Reliable multi-hop communication for structural health monitoring, Smart Struct Syst, 6, 481, 10.12989/sss.2010.6.5_6.481 Suzuki, 2016, Development and field experiment of routing-free multi-hop wireless sensor networks for structural monitoring, 179 Okauchi, 1978, Research on wind resistant design principles of Honshu–Shikoku Bridge, J Wind Eng, 3, 13 Katsuchi, 1996, A study on wind resistant design of long-span bridges based on field observation result, Proc Jpn Soc Civ Eng, 1996, 163 Miyata, 2002, Full-scale measurement of Akashi Kaikyo Bridge during typhoon, J Wind Eng Ind Aerodyn, 90, 1517, 10.1016/S0167-6105(02)00267-2 Abe, 2010, Maximum displacement response estimation from acceleration record for random excitation, Proc Jpn Soc Civ Eng A, 66, 477 Toyama N, Yamada I, Kusuhara S. Analytical result of health monitored data on long-span bridge. In: Proceedings of the 19th National Symposium on Wind Engineering; 2006 Nov 29–Dec 1; Tokyo, Japan;2006. p. 495–500. Japanese. Nagayama, 2005, Structural identification of a nonproportionally damped system and its application to a full-scale suspension bridge, J Struct Eng, 131, 1536, 10.1061/(ASCE)0733-9445(2005)131:10(1536) Siringoringo, 2008, System identification of suspension bridge from ambient vibration response, Eng Struct, 30, 462, 10.1016/j.engstruct.2007.03.004 Siringoringo, 2018, Seismic responses of a suspension bridge: insights from long-term full-scale seismic monitoring system, Struct Contr Health Monit, 25, 10.1002/stc.2252 Kawato C, Kawaguchi K, Furumura M. Design verification of Tatara Bridge by seismic analysis. In: Proceedings of the 60th Annual Meeting of the Japan Society of Civil Engineers; 2005 Sep 7–9; Tokyo, Japan; 2005. Japanese. Yoshida, 1999, Comparative study on the recorded and analyzed response of Ohnaruto Bridge due to Hyogoken-Nanbu Earthquake, J Steel Struct, 6, 41 Ogiwara, 2001, On dynamic response of Akinada Bridge during Geiyo Earthquake, J Earthquake Eng, 26, 1021 Abe, 2009, Bridge monitoring in Japan, 2131 Kawashima, 1990, Analysis of damping characteristics of a cable stayed bridge based on strong motion records, Proc Jpn Soc Civ Eng, 1990, 181 Kawashima, 1991, Damping characteristics of cable stayed bridges for seismic design, J Res Jpn, 27, 1 Yamamoto, 2009, Comparison of seismic records with seismic response of long span cable-supported bridges identified using a dynamic analytical model, Proc Jpn Soc Civ Eng A, 65, 738 Siringoringo, 2006, Observed dynamic performance of the Yokoha Bay Bridge from system identification using seismic records, Struct Contr Health Monit, 13, 226, 10.1002/stc.135 Kawashima, 1994, Response analysis of Miyagawa Bridge based on a measured acceleration record, J Struct Eng, 40, 991 Chaudhary, 2000, System identification of two base-isolated bridges using seismic records, J Struct Eng, 126, 1187, 10.1061/(ASCE)0733-9445(2000)126:10(1187) Chaudhary, 2001, Performance evaluation of base-isolated Yama-age Bridge with high damping rubber bearings using recorded seismic data, Eng Struct, 23, 902, 10.1016/S0141-0296(00)00117-6 Unjoh, 2014 Siringoringo, 2008, System identification applied to long-span cable-supported bridges using seismic records, Earthq Eng Struct Dynam, 37, 361, 10.1002/eqe.758 Fujino, 2005, Seismic retrofit design of long-span bridges on metropolitan expressways in Tokyo, Transp Res Rec, 335, 10.3141/trr.11s.1371l823v02811m0 Fujino, 2011, Bridge monitoring in Japan: the needs and strategies, Struct Infrastruct Eng, 7, 597, 10.1080/15732479.2010.498282 Matsuda, 2002, Aerodynamic response of large-span bridges and its stabilizations, J Jpn Soc Fluid Mech, 21, 269 Furuya M, Miyazaki M. Wind induced vibration of parallel hangers in Akashi Kaikyo Bridge and its aerodynamic remedy. In: Proceedings of 3rd International Symposium on Cable Dynamics; 1999 Aug 16–18; Trondheim, Norway; 1999. Hikami, 1988, Rain–wind induced vibrations of cables stayed bridges, J Wind Eng Ind Aerodyn, 29, 409, 10.1016/0167-6105(88)90179-1 Yamaguchi, 1990, Analytical study on growth mechanism of rain vibration of cables, J Wind Eng Ind Aerodyn, 33, 73, 10.1016/0167-6105(90)90022-5 Fujino, 2013, Vibration mechanisms and controls of long-span bridges: a review, Struct Eng Int, 23, 248, 10.2749/101686613X13439149156886 Siringoringo, 2012, Observed along-wind vibration of a suspension bridge tower, J Wind Eng Ind Aerodyn, 103, 107, 10.1016/j.jweia.2012.03.007 Mizutani, 2016, Along-wind almost-harmonic vibration observed at Hakucho Bridge pylons and its wind tunnel experiments, J Wind Eng, 41, 136, 10.5359/jwe.41.136 Lin, 1996, Tectonic history of the Akashi Strait and the fault model associated with the Southern Hyogo Prefecture Earthquake, J Jpn Soc Eng Geol, 37, 160, 10.5110/jjseg.37.160 Okuda, 1997, Comparison of seismic response record with analysis for Minami Bisan-Seto Bridge, J Struc Engrg, 43A, 821 Yoshizawa, 2000, Seismic behavior and simulation analysis of Honshu–Shikoku Bridge, J Struc Eng, 46A, 685 Ganev, 1998, Response analysis of the Higashi-Kobe Bridge and surrounding soil in the 1995 Hyogoken-Nanbu Earthquake, Earthquake Eng Struct Dynam, 27, 557, 10.1002/(SICI)1096-9845(199806)27:6<557::AID-EQE742>3.0.CO;2-Z Siringoringo DM, Fujino Y, Namikawa K. Seismic response analyses of the Yokohama Bay cable-stayed bridge in the 2011 Great East Japan Earthquake. J Bridge Eng 2013;19(8):A4014006. Siringoringo, 2015, Analysis of tower-girder transfer pounding on the Yokohama Bay cable-stayed bridge during the 2011 Great East Japan Earthquake, 1 Takeda T, Mizutani T, Nagayama T, Fujino Y. Reproduction of cable-stayed bridge seismic responses involving tower-girder pounding and damage process estimation for large earthquakes. J Bridge Eng 2019;24(2):04018112. Ishii, 1991, On form-observation and vibration characteristics of Wakato Bridge during its widening construction, Proc Jpn Soc Civ Eng, 427, 123 Kitagawa, 2001, A study on anti-corrosion capacity of dry air injection system of suspension bridge cables, Proc Jpn Soc Civ Eng, 672, 145 Kurino S, Yumiyama S. Observation of condition of scour prevention system installed at pylon foundations of Akashi Kaikyo Bridge. In: Proceedings of the 57th annual meeting of the Japan Society of Civil Engineers; 2002 Sep 25–27; Hokkaido, Japan; 2002. Japanese. Okuda, 2010, Preventive maintenance and technical development on long-span bridges, 509, 10.1201/b10430-395 Okawa M, Kurihara T. Preventive maintenance on highway-railway combined bridges. In: Proceedings of IABSE-JSCE Joint Conference on Advances in Bridge Engineering-II; 2010 Aug 8–10; Dhaka, Bangladesh; 2010. p. 478–87. Siringoringo, 2012, Estimating bridge fundamental frequency from vibration response of instrumented passing vehicle: analytical and experimental study, Adv Struct Eng, 15, 417, 10.1260/1369-4332.15.3.417 Wang, 2018, Extraction of bridge fundamental frequency from estimated vehicle excitation through a particle filter approach, J Sound Vibrat, 428, 44, 10.1016/j.jsv.2018.04.030 Zhao, 2017, Vehicle model calibration in the frequency domain and its application to large-scale IRI estimation, J Disaster Res, 12, 446, 10.20965/jdr.2017.p0446 Yagi, 2017, Response type roughness measurement and cracking detection method by using smartphone, 815 Saravanan TJ, Zhao B, Su D, Nagayama T. An observability analysis for profile estimation through vehicle response measurement. In: Proceedings of the International Conference on Smart Infrastructure and Construction; 2016 June 27–29; Cambridge, UK; 2016. Zhao, 2018 Wang, 2019, Estimation of dynamic tire force by measurement of vehicle body responses with numerical and experimental validation, Mech Syst Signal Process, 123, 369, 10.1016/j.ymssp.2019.01.017 Nakasuka, 2018, Extraction of the bridge natural frequency based on road profile estimation using vehicle response measurement, J Struct Eng A, 64A, 325 Mizutani, 2017, Bridge slab damage detection by signal processing of UHF-band ground penetrating radar data, J Disaster Res, 12, 415, 10.20965/jdr.2017.p0415 Mizutani, 2017, Signal processing for fast RC bridge slab damage detection by using UHF-band radar, Procedia Eng, 188, 377, 10.1016/j.proeng.2017.04.498 Nishitani, 2001, Overview of the application of active/semi-active control to building structures in Japan, Earthq Eng Struc Dynam., 30, 1565, 10.1002/eqe.81 Ikeda, 2009, Active and semi-active vibration control of buildings in Japan—practical applications and verification, Struct Contr Health Monit, 16, 703, 10.1002/stc.315 Shimizu K, Orui S, Kurino H, Omika Y, Koshika N. Control effect of hydraulic dampers installed in high-rise building observed during earthquakes. In: Proceedings of the 8th World Congress on Council on Tall Buildings and Urban Habitat; 2008 Mar 3–5; Dubai, Arab;2008. p. 529–35. Number of VC buildings in Japan (by year) & usage ratio of VC devices (2004–2015) [Internet]. Tokyo: The Japan Society of Seismic Isolation; 2016 [cited 2019 Sep 12]. Available from: http://www.jssi.or.jp/english/aboutus/doc/VC_data_2016.pdf. The Japan Society of Seismic Isolation (JSSI), 2012 Ikeda Y. The aspects of structural control before and after the 2011 Great Tohoku Earthquake. Panel discussion on the state-of-the art of structural control and preparation for coming earthquakes. In: The 2013 Annual Meeting of Architectural Institute of Japan; 2013 Aug 30–Sep 1, Hokkaido, Japan; 2013. p. 15–24. Japanese. Orui S, Sugimoto Y, Mizuno H, Goto K, Yamamoto K, Kanda K, et al. Improvement of building damage estimation system for electric power company—part 2. Estimation of building characteristics based on system identification analysis. In: Summaries of technical papers of annual meeting of Architectural Institute of Japan: structure II; 2016 Aug 24–26; Fukuoka, Japan; 2016. p. 611–2. Japanese. Architectural Institute of Japan (AIJ), 2012 Ikeda, 2013, Earthquake responses on all floors in a building estimated by observation records on some restricted floors, J Jpn Assoc Earthq Eng, 13, 38 Morii, 2016, Seismic response estimation of whole building based on limited number of acceleration records for structural health monitoring system shortly after an earthquake—system application for large shaking table test of a 18-story steel building, J Struct Constr Eng, 81, 2045, 10.3130/aijs.81.2045 Yamashita, 2015, Vibration characteristics of high-rise steel building in Shinjuku skyscraper district before and after the 2011 off the Pacific coast of Tohoku Earthquake, J Jpn Assoc Earthq Eng, 15, 17 Public page for waveform observation data by Kogakuin University (Shinjuku Campus): Tohoku Earthquake [Internet]. Tokyo: Hisada Laboratory; c2015 [cited 2019 Sep 12]. Available from: http://kouzou.cc.kogakuin.ac.jp/newhp/observation/shinjukutouhoku.html. Hatada T, Ikeda Y, Hagiwara H, Nitta Y, Nishitani A. Verification of damage monitoring and evaluation method for high-rise buildings based on acceleration measurement on some restricted floors in e-defense shaking table test. In: Proceedings of the 16th European Conference on Earthquake Engineering; 2018 Jun 18–21; Thessaloniki, Greece; 2018. Kodera, 2018, Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors, J Struct Construc Eng, 83, 527, 10.3130/aijs.83.527 Kashima, 2017, Study on changes in dynamic characteristics of high-rise steel-framed buildings base on strong motion data, Procedia Eng, 199, 194, 10.1016/j.proeng.2017.09.269 Ikeda Y. Amplitude-dependency evaluation of building’s dynamic properties only by seismic main shock record. In: Proceedings of 2018 Disaster Prevention Research Institute Annual Meeting; 2018 Feb 20–21; Kyoto, Japan; 2018. Japanese. Ikeda Y. An effective use of measurements under main shock of earthquake to predict structural dynamic properties under aftershocks. In: Proceedings of the 7th World Conference on Structural Control and Monitoring; 2018 July 22–25; Qingdao, China; 2018. Spence, 2014, Tall buildings and damping: a concept-based data-driven model, J Struct Eng, 140, 04014005, 10.1061/(ASCE)ST.1943-541X.0000890