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Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors

Received: 2 September 2016     Accepted: 14 September 2016     Published: 11 October 2016
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Abstract

The Hyogo-ken Nanbu earthquake (Kobe earthquake) of January 17, 1995 caused extensive and severe damage to numerous Kobe city area buildings. After the earthquake, many steel structures were constructed using exposed-type column-base joints. Nevertheless, the capacity of these joints to absorb energy during earthquakes is small. For that reason, in the design of steel structures that use exposed-type column-base joints, it is believed that higher earthquake-resistant characteristics must be provided especially for joints of the first floor of a structure. Therefore, structural health monitoring is recommended. This paper presents the use of piezoelectric limit sensors to evaluate the resistance and displacement characteristics of exposed-type column-base using simple measurements.

Published in American Journal of Remote Sensing (Volume 4, Issue 5)
DOI 10.11648/j.ajrs.20160405.11
Page(s) 23-32
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2016. Published by Science Publishing Group

Keywords

Smart Sensor, Health Monitoring, Exposed-Type Column Base, Anchor bolt, Deformed Bar

References
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[2] K. Imai, T. Korenaga, and K. Takiguchi: “A method for analyzing rotation at the base of reinforced concrete member considering sinking and pullout,” Japan Struct Constr.Engineering, AIJ, No. 589, 149-156, Mar. 2005.
[3] Architectural Institute of Japan: “1995 Southern-Hyogo-Prefecture-Earthquake steel frame structure building damage investigation report,” Kinki bran, pp22-108 (2005).
[4] T. Takamatsu, H. Douki, and S. Nakamura: “A Study of Restoring Force Characteristics of Steel Exposed-Type Column Base,” Japanese Society of Steel Construction, No. 10. pp. 499-506 (2002).
[5] T. Yamanishi, T. Takamatsu, H. Tamai, T. Matsumura and A. Matsuo: “Models of restoring force characteristics and resistant mechanisms of expose column base under constant tensile axial force,” J. Struct Constr Eng., AIJ, Vol. 74, No. 637, pp. 561-567 (2009).
[6] H. Tamai “Elasto−Plastic analysis method for frame with exposed-type Column base considering influence of variable axial force,” J. Struct Constr Eng., AIJ, Vol. 74, No. 571, pp. 127-135 (2003).
[7] T. Ymashita, T. Takamatsu, H. Tamai, Y. Takemoto and A. Matumoto;” xperimental study on rehabilitation technique of exposed column-base subjected to brace axial force,” Proceedings of Constructional Steel, Vol. 19, pp 133-140 (2011).
[8] T. Takamatsu, T. Yamashita and T. Kagayama; “Experimental study on reinforcing method of exposed column-base in braced frame,” Research bulletin of the Hiroshima Institute of Technology, Vol. 46, pp115-120 (2012).
[9] N. Shimoi, C. H. Cuddra, H. Madokoro and M. Saijyo, “Vibration Analysis of Wooden Traditional Frames Using Finite Element Method and Measurements with a Simple Piezoelectric Cable Displacement Sensor,” Transactions of the Japan Society of Mechanical Engineers (c), Vol. 79, No. 806, pp. 3442-3453 (2013).
[10] K. Ono, “The 2nd Research on the prolongation an elixir of life technology of a new urban society technical seminar "existing structure thing," Study of New Urban Society Technical Fusion. Synthetic Research Institute, Vol. 41, No. 11, pp. 819-824 (2002).
[11] M. Nakamura “Structural Health Monitoring in Building Structures,” Journal of the Society of Instrument and Control Engineers, Vol. 41, No. 11, pp. 819-824 (2002).
[12] Morita, Tamai, and Makino “Study of Research on maintenance of the bridge in Nagasaki which used ICT, Existing Bridge Structural Identification,” Japan Construction Information Center Foundation, No. 10, pp. 1-32 (2012).
[13] “Piezoelectric cable/Piezo film technology manual,” Corp. Tokyo Sensor R1, pp. 17-18 (2001).
[14] T. Takamatsu, H. Tamai, T. Matsumura, T. Yamanishi, and A. Matsuo: “Models of restoring force characteristics for steel exposed column-base under constant axial force,” Journal of Constructional Steel, Vol. 15 (2007).
[15] T. Yamanishi, T. Takamatsu, H. Tamai, and A. Matsuo: Restoring force characteristics of Non-Slip-Type Exposed column-base with multi rows of anchor bolts: Self-centering performance in case of no-axial force,” Journal of Structural and Construction Engineering, No. 621, pp. 155-162 (2007).
Cite This Article
  • APA Style

    Nobuhiro Shimoi, Tetsuya Nishida, Akihiko Obata, Kazuhisa Nakasho, Hirokazu Madokoro, et al. (2016). Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors. American Journal of Remote Sensing, 4(5), 23-32. https://doi.org/10.11648/j.ajrs.20160405.11

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    ACS Style

    Nobuhiro Shimoi; Tetsuya Nishida; Akihiko Obata; Kazuhisa Nakasho; Hirokazu Madokoro, et al. Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors. Am. J. Remote Sens. 2016, 4(5), 23-32. doi: 10.11648/j.ajrs.20160405.11

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    AMA Style

    Nobuhiro Shimoi, Tetsuya Nishida, Akihiko Obata, Kazuhisa Nakasho, Hirokazu Madokoro, et al. Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors. Am J Remote Sens. 2016;4(5):23-32. doi: 10.11648/j.ajrs.20160405.11

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  • @article{10.11648/j.ajrs.20160405.11,
      author = {Nobuhiro Shimoi and Tetsuya Nishida and Akihiko Obata and Kazuhisa Nakasho and Hirokazu Madokoro and Carlos Cuadra},
      title = {Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors},
      journal = {American Journal of Remote Sensing},
      volume = {4},
      number = {5},
      pages = {23-32},
      doi = {10.11648/j.ajrs.20160405.11},
      url = {https://doi.org/10.11648/j.ajrs.20160405.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajrs.20160405.11},
      abstract = {The Hyogo-ken Nanbu earthquake (Kobe earthquake) of January 17, 1995 caused extensive and severe damage to numerous Kobe city area buildings. After the earthquake, many steel structures were constructed using exposed-type column-base joints. Nevertheless, the capacity of these joints to absorb energy during earthquakes is small. For that reason, in the design of steel structures that use exposed-type column-base joints, it is believed that higher earthquake-resistant characteristics must be provided especially for joints of the first floor of a structure. Therefore, structural health monitoring is recommended. This paper presents the use of piezoelectric limit sensors to evaluate the resistance and displacement characteristics of exposed-type column-base using simple measurements.},
     year = {2016}
    }
    

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    T1  - Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors
    AU  - Nobuhiro Shimoi
    AU  - Tetsuya Nishida
    AU  - Akihiko Obata
    AU  - Kazuhisa Nakasho
    AU  - Hirokazu Madokoro
    AU  - Carlos Cuadra
    Y1  - 2016/10/11
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    N1  - https://doi.org/10.11648/j.ajrs.20160405.11
    DO  - 10.11648/j.ajrs.20160405.11
    T2  - American Journal of Remote Sensing
    JF  - American Journal of Remote Sensing
    JO  - American Journal of Remote Sensing
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    EP  - 32
    PB  - Science Publishing Group
    SN  - 2328-580X
    UR  - https://doi.org/10.11648/j.ajrs.20160405.11
    AB  - The Hyogo-ken Nanbu earthquake (Kobe earthquake) of January 17, 1995 caused extensive and severe damage to numerous Kobe city area buildings. After the earthquake, many steel structures were constructed using exposed-type column-base joints. Nevertheless, the capacity of these joints to absorb energy during earthquakes is small. For that reason, in the design of steel structures that use exposed-type column-base joints, it is believed that higher earthquake-resistant characteristics must be provided especially for joints of the first floor of a structure. Therefore, structural health monitoring is recommended. This paper presents the use of piezoelectric limit sensors to evaluate the resistance and displacement characteristics of exposed-type column-base using simple measurements.
    VL  - 4
    IS  - 5
    ER  - 

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Author Information
  • Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan

  • Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan

  • Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan

  • Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan

  • Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan

  • Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan

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