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), 2024. Published by Science Publishing Group |
Anchor Bolt, Deformed Bar, Health Monitoring, Piezo Electric Limit Sensor, Steel Weld Joint
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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
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
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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Download@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}
}
TY - JOUR 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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