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

Nobuhiro Shimoi; Tetsuya Nishida; Akihiko Obata; Kazuhisa Nakasho; Hirokazu Madokoro; Carlos Cuadra

doi:doi:10.11648/j.ajrs.20160405.11

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

Nobuhiro Shimoi, Tetsuya Nishida, Akihiko Obata, Kazuhisa Nakasho, Hirokazu Madokoro, Carlos Cuadra

Published in American Journal of Remote Sensing (Volume 4, Issue 5)

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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[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).
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[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).
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[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).

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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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TY  - JOUR
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
PY  - 2016
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
SP  - 23
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

Nobuhiro Shimoi

Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan
Tetsuya Nishida

Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan
Akihiko Obata

Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan
Kazuhisa Nakasho

Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan
Hirokazu Madokoro

Machine Intelligence and Systems Engineering, Akita Prefectural University, Yurihonjo, Japan
Carlos Cuadra

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

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Plain Text BibTeX RIS

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

Copy | Download

@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}
}

Copy | Download

TY  - JOUR
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
PY  - 2016
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
SP  - 23
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  -

Copy | Download