Monitoring Temperatures on a Real Box-Girder Bridge and Energy Budget Analysis for Basic Information on Bridge Cooling and Surface Freezing

Author:

Suzuki Jun12344,Ohba Yoshito12344,Uchikawa Yoshiyuki12344,Hoshikawa Kazutoshi12344,Kimura Kazuhiro12344

Affiliation:

1. Associate Professor, Institute of Rural Environment and Engineering, Shinshu Univ., 8304 Minamiminowa, Nagano 399-4598, Japan. E-mail: jsuzuki@shinshu-u.ac.jp

2. Deputy General Manager, Overseas Civil Engineering Division, Shinshu Corporation, 2-3, Shibaura 1-choume, Minatoku, Tokyo 105-8007, Japan.

3. Research Associate, Institute of Rural Environment and Engineering, Shinshu Univ., 8304 Minamiminowa, Nagano 399-4598, Japan.

4. Professor, Institute of Rural Environment and Engineering, Shinshu Univ., 8304 Minamiminowa, Nagano 399-4598, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Akitaya E. (1993). “Generation mechanism of the freezing on road surface.” Yuki 11 20–25 (in Japanese).

2. Amano K. (1993). “The road surface anti-freezing methods for pavement on expressway.” Yuki 11 26–34 (in Japanese).

3. Snow Event Effects on Interstate Highway Crashes

4. Murakuni M. (1993a). “Chemical materials use for winter road surface management: Type and physical and/or chemical properties of chemicals.” Yuki 10 68–75 (in Japanese).

5. Murakuni M. (1993b). “Chemical materials use for winter road surface management: Prior spraying effect of chemicals for road surface.” Yuki 11 87–94 (in Japanese).

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