ANALYTICAL STUDY ON REMAINING CAPACITY OF CORRODED GUSSET PLATE CONNECTION IN TRUSS BRIDGES

Author:

PHAM Ngoc Vinh1,MIYASHITA Takeshi1,OHGAKI Kazuo2,OKUYAMA Yusuke3,KOBAYASHI Akira4,HIDEKUMA Yuya4,HIROSE Takeshi5,HARADA Takuya5

Affiliation:

1. Nagaoka University of Technology

2. Institute of Technologists

3. National Institute of Technology, Nagano College

4. Nippon Steel & Sumikin Material Co.

5. Nippon Expressway Research Institute Co.

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Reference11 articles.

1. 1) Janberg, N. : International Database for Civil and Structural Engineering, https://structurae.net/structures/bridges-and-viaducts/truss-bridges, 1998-2018. (Accessed on March 2017)

2. 2) Lichtenstein, A. G. : Inspection and rehabilitation of steel truss for highway bridges, In: Bridge Management, Inspection, Maintenance, Assessment and Repair (reference book), Springer US, USA, pp. 695-704, 1990.

3. 3) Lima, K., Robson, N., Oosterhof, S., Kanji, S., DiBattista, J. and Montgomery, C. J. : Rehabilitation of a 100-year-old steel truss bridge, CSCE 2008 Annual Conference, Canada, pp. 1-11, 2008.

4. 4) National Transportation Safety Board : Collapse of I-35W highway bridge Minneapolis, Minnesota, Accident report, NTSB/HAR-08/03, PB2008-916203, August 2007.

5. 5) Hatano, H., Murakami, S., Rokugou, Y. and Yoda, T. : Summary of NTSB report on I-35W bridge in Minneapolis, Bridge and Foundation, pp. 37-42, 2010.

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