FRAME ANALYSIS OF LONG-TERM DEFLECTION FOR PC BRIDGES CONSIDERING TIME DEPENDENT BEHAVIOR ON EACH PART OF SECTION
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Japan Society of Civil Engineers
Reference18 articles.
1. 1) Watanabe, Y., Ohura, T., Nishio, H. and Tezuka, M. : Practical prediction of creep, shrinkage and durability of concrete in Japan, Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, Proceedings of the CONCREEP 8 Conference Held in Ise-Shima, Japan, 30 September - 2 October 2008, pp. 529-539, CRC Press, 2008.
2. 2) Witchukreangkrai, E., Tsuchida, K., Maeda, T. and Watanabe, Y. : Long-term deflection monitoring of a cantilever prestressed concrete bridge with intermediate hinges over 25 years, Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, Proceedings of the CONCREEP 8 Conference Held in Ise-Shima, Japan, 30 September - 2 October 2008, pp. 639-645, CRC Press, 2008.
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