Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors
American Journal of Remote Sensing
Volume 4, Issue 5, October 2016, Pages: 23-32
Received: Sep. 2, 2016;
Accepted: Sep. 14, 2016;
Published: Oct. 11, 2016
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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
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.
Comparison of Displacement Measurements in Exposed Type Column Base Using Piezoelectric Dynamic Sensors and Static Sensors, American Journal of Remote Sensing.
Vol. 4, No. 5,
2016, pp. 23-32.
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