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Comparison of Displacement Measurements and Simulation on Fillet Weld of Steel Column Base

Received: 25 August 2020     Accepted: 23 September 2020     Published: 20 October 2020
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Abstract

The Hyogoken Nanbu earthquake (Kobe earthquake) that occurred on January 17. 1995, caused extensive and severe damages to a large number of buildings in Kobe city area. After the earthquake many steel structures were constructed using frame welded joint of welded construction and welded base. However, the capacity of these weld joints to absorb energy during earthquakes is small. For that reason, it is believed that in the design of steel structures that use welded joints, strong earthquake resistant characteristics must be provided in special for those joints of the steel welded bases. Moreover, these weld joints have little capacity to absorb energy during earthquakes. Therefore, for designing steel structures incorporating welded joints, strong earthquake-resistance characteristics must be specially provided for those joints of steel welded bases. Furthermore, structural monitoring will be necessary. Using simple dynamic measurements and simulations, this report evaluates the resistance and displacement characteristics of fillet welded construction by piezoelectric joint sensors.

Published in International Journal of Mechanical Engineering and Applications (Volume 8, Issue 5)

This article belongs to the Special Issue Advanced Vibration-Based Structural Health Monitoring Methods for Civil and Mechanical Systems

DOI 10.11648/j.ijmea.20200805.11
Page(s) 111-117
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), 2020. Published by Science Publishing Group

Keywords

Anchor Bolt, Deformed Bar, Health Monitoring, Piezo Electric Limit Sensor, Steel Weld Joint

References
[1] Ministry of Land, Infrastructure and Transport, “Infrastructure maintenance information,” (2020), https://www.mlit.go.jp/sogoseisaku/maintenance/02research/02_01_01.html
[2] H. Imai Narihara, I. Kawabata, M. Takayama, Y. Kimura, H. Aono and R. Kameda, Development of New Type of Steel Column Base Structural Experiment of Exposed-Type Column Base K. Imai, TAISEI Construction Technology Center, Technical Report, No. 39, 2006, pp. 1-6.
[3] M. Mochizuki, M. Toyada, Y. Moriguchi, and T. Kubo, Residual Stress and Fatigue Strength in Welded Joints by Using Low-Temperature transformation weld material, Japan Welding Society, No. 72 (2003), pp. 242–243 (in Japanese).
[4] Steel Committee of Kinki Branch the Architectural Institute of Japan., Reconnaissance report on damage to steel building structures observed from the 1995 Hyogoken Nanbu Earthquake, (2005), pp. 22-108.
[5] H. Tanaka, A. Miyamoto, H. Emoto, A. Yabe, Long term application of a bus monitoring system to short ANDE medium span bridges and damage detection. Journal of Japan society of civil engineers provides access to rigorously refereed innovative research and practical papers across the fields of civil enginnrings. Vol. 70, No. 20 (2014), pp. 193-206.
[6] H. Tamai, Elasto Plastic Analysis Method for frame with exposed type column base considering influence of variable axial force, Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 68, No. 571 (2003), pp. 127-135.
[7] N. Shimoi, T. Nakatsu, C. Cuadra and K. Madokoro, Performance test of avalanche measurement fence using piezoelectric limit sensors, Japan Society of Mechanical Engineers, Vol. 84, No. 866 (2018), pp. 1-17.
[8] G. Ouno, Study of technology for extending the life of existing structures, New urban society technology fusion research, The Second New Urban Social Technology Seminar (2003), pp. 11-23.
[9] J. Nakamura, Health monitoring of building structures, Society of Instrument and Control Engineers, Vol. 41, No. 11 (2002), pp. 819-824.
[10] K. Kumagaya, H. Nakamura and H. Kobayashi, Computer aided nondestructive evaluation method of welding residual stresses by removing reinforcement of weld, Journal of Mechanical Engineering Society (A) of Japan., Vol. 65 (1999), pp. 133-140.
[11] Tokyo Sensor Corporation, Piezoelectric cable, Piezo Film Technical Manual, R1 (2001), pp. 17-18.
[12] Y. Fujimoto and T. A. Setyant, Sheet Type Impact Force Sensor by the Use of Piezoelectric Film, Journal of Mechanical Engineering Society (C) of Japan, Vol. 73, No. 725 (2007), pp. 184-191.
[13] K. Khannap, Miniature Pressure Sensor and Micro machined., Actuator Structure Based on Low-temperature Co-fired Ceramics and Piezoelectric Material, Materials Chemistry and Physics, No. 87 (2004), pp. 173-178.
[14] T. Yamanishi, T. Takamatsu, H. Tamai, T. Matsumura. and A. Tatuo, Models of restoring force characteristics and resistant mechanisms of exposed column-base under constant tensile axial-force, The Architectural Institute of Japan’s Journal of Structural and Construction Engineering, Vol. 74, No. 637 (2009), pp. 561–567 (in Japanese).
[15] N. Shimoi, C. Cuadra and H. Madokoro, Development of simple analysis technology for steel structures, 13th Forum 8 design-festival, (2019) http://www.forum8.co.jp/fair/narda.htm#nominate
Cite This Article
  • APA Style

    Nobuhiro Shimoi, Carlos Cuadra, Hirokazu Madokoro, Kazuhisa Nakasho. (2020). Comparison of Displacement Measurements and Simulation on Fillet Weld of Steel Column Base. International Journal of Mechanical Engineering and Applications, 8(5), 111-117. https://doi.org/10.11648/j.ijmea.20200805.11

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    ACS Style

    Nobuhiro Shimoi; Carlos Cuadra; Hirokazu Madokoro; Kazuhisa Nakasho. Comparison of Displacement Measurements and Simulation on Fillet Weld of Steel Column Base. Int. J. Mech. Eng. Appl. 2020, 8(5), 111-117. doi: 10.11648/j.ijmea.20200805.11

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    AMA Style

    Nobuhiro Shimoi, Carlos Cuadra, Hirokazu Madokoro, Kazuhisa Nakasho. Comparison of Displacement Measurements and Simulation on Fillet Weld of Steel Column Base. Int J Mech Eng Appl. 2020;8(5):111-117. doi: 10.11648/j.ijmea.20200805.11

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  • @article{10.11648/j.ijmea.20200805.11,
      author = {Nobuhiro Shimoi and Carlos Cuadra and Hirokazu Madokoro and Kazuhisa Nakasho},
      title = {Comparison of Displacement Measurements and Simulation on Fillet Weld of Steel Column Base},
      journal = {International Journal of Mechanical Engineering and Applications},
      volume = {8},
      number = {5},
      pages = {111-117},
      doi = {10.11648/j.ijmea.20200805.11},
      url = {https://doi.org/10.11648/j.ijmea.20200805.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijmea.20200805.11},
      abstract = {The Hyogoken Nanbu earthquake (Kobe earthquake) that occurred on January 17. 1995, caused extensive and severe damages to a large number of buildings in Kobe city area. After the earthquake many steel structures were constructed using frame welded joint of welded construction and welded base. However, the capacity of these weld joints to absorb energy during earthquakes is small. For that reason, it is believed that in the design of steel structures that use welded joints, strong earthquake resistant characteristics must be provided in special for those joints of the steel welded bases. Moreover, these weld joints have little capacity to absorb energy during earthquakes. Therefore, for designing steel structures incorporating welded joints, strong earthquake-resistance characteristics must be specially provided for those joints of steel welded bases. Furthermore, structural monitoring will be necessary. Using simple dynamic measurements and simulations, this report evaluates the resistance and displacement characteristics of fillet welded construction by piezoelectric joint sensors.},
     year = {2020}
    }
    

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    T1  - Comparison of Displacement Measurements and Simulation on Fillet Weld of Steel Column Base
    AU  - Nobuhiro Shimoi
    AU  - Carlos Cuadra
    AU  - Hirokazu Madokoro
    AU  - Kazuhisa Nakasho
    Y1  - 2020/10/20
    PY  - 2020
    N1  - https://doi.org/10.11648/j.ijmea.20200805.11
    DO  - 10.11648/j.ijmea.20200805.11
    T2  - International Journal of Mechanical Engineering and Applications
    JF  - International Journal of Mechanical Engineering and Applications
    JO  - International Journal of Mechanical Engineering and Applications
    SP  - 111
    EP  - 117
    PB  - Science Publishing Group
    SN  - 2330-0248
    UR  - https://doi.org/10.11648/j.ijmea.20200805.11
    AB  - The Hyogoken Nanbu earthquake (Kobe earthquake) that occurred on January 17. 1995, caused extensive and severe damages to a large number of buildings in Kobe city area. After the earthquake many steel structures were constructed using frame welded joint of welded construction and welded base. However, the capacity of these weld joints to absorb energy during earthquakes is small. For that reason, it is believed that in the design of steel structures that use welded joints, strong earthquake resistant characteristics must be provided in special for those joints of the steel welded bases. Moreover, these weld joints have little capacity to absorb energy during earthquakes. Therefore, for designing steel structures incorporating welded joints, strong earthquake-resistance characteristics must be specially provided for those joints of steel welded bases. Furthermore, structural monitoring will be necessary. Using simple dynamic measurements and simulations, this report evaluates the resistance and displacement characteristics of fillet welded construction by piezoelectric joint sensors.
    VL  - 8
    IS  - 5
    ER  - 

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

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

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

  • Department of Information Science and Engineering, Yamaguchi University, Ube, Japan

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