Load bearing capacity of road illumination pole installed on bridges-Reference-Cited by-同舟云学术

Load bearing capacity of road illumination pole installed on bridges

Published:2021 Issue: Volume: Page:
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Container-title:IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure
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Author:

Isa Masaaki¹,Shinohara Masatsugu¹,Aoki Yasumoto¹

Affiliation:

1. Hanshin Expressway Company Limited, Osaka, JAPAN

Abstract

<p>Collapse and falling of columnar structures such as road illumination poles installed on a bridge have been confirmed in the past earthquakes. Therefore, it is important to evaluate the seismic resistance of columnar structures from the viewpoint of securing the function as an emergency transportation route in the event of disaster. In this study, the destruction order and destruction form of the road illumination pole in the external force action were analyzed and verified, and the model specimen was produced to carry out the static load test. As a result of the experiment, it was shown that anchor bolts and wall concretes of the base were damaged antecedently.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference7 articles.

1. Hanshin Expressway Public Corporation: Overcoming the Great Earthquake- Earthquake Restoration Work Journal, 1997.

2. Kameichiro TANAKA, Makoto KANEDA, Takamasa IKEDA, and Koji SATO: Road Lightning for Highway Kobe Route (R-3) Improvement in Earthquake Proofing and Lightning Characteristics, Journal of the Illuminating Engineering Institute of Japan, pp. 211-217, Vol. 82, No. 3, 1998.

3. Hideaki KUSANO, Shinichiro NOZAWA, and Michitoshi IWATA: Earthquake Damage to Concrete Utility Poles for Shinkansen and Remedial Measure, Concrete Journal, vol.53, No.7, pp.622~628, Jul. 2015

4. Kazuyuki ITSUNO, Yuichiro TSUSHIMA, Tsuyoshi IIDA, Kenji KONO: Dynamicresponse of highway bridge - illumination pole system for level 1 earthquake, Journal of Applied Mechanics, pp. 1039-1046, Vol. 11, 2008.

5. Masaaki ISA, Masatsugu SHINOHARA, Yoshihiko TAKADA, Takashi MATSUMOTO, Yukiko MANABE, and Naohiro MITSUKAWA: Resonance effect evaluation of columnar Structures installed on bridges, the 38th JSCE Earthquake Engineering Symposium, A22-1285, 2018.