3Karshenas S, Ayoub H. Construction live loads on slab formworks before concrete placements[J]. Struet. Safety, 1987(4):197-215.
4Karshenas S, Ayoub H. Analysis of concrete construction live loads on newly poured slabs[J]. J. Struct. Engrg, 1994,120(5) : 1525 - 1542.
5Karshenas S, Ayoub H. Investigation of live loads on concrete structure during construction[A]. Proceedings of 5th International Conference on Structural Safety and Reliability[C]. ICOSSAR 89, San Francisco, Aug, 1989 : 1807 - 1814.
6蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003..
7Kazuhiro Nishikawa, Satoshi Yamamoto, Tohru Natori, et al. Retrofitting for seismic upgrading of steel bridge columns[J]. Engineering Structures, 1998, 20, 4 - 6: 540 - 551.
8Susantha K. A. S, Tetsuhiko Aoki, Takushi Kumano, et al. Applicability of low-yield-strength steel for ductility improvement of steel bridge piers [ J ]. Engineering Structures, 2005, 27:1064 - 1073.
9Kitada T, Yamaguchi T, Matsumura M, et al. New technologies of steel bridges in Japan [ J ]. Journal of Constructional Steel Research, 2002, 58: 21- 70.
10Kitada T. Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan[J], Engineering Structures, 1998, 20, 4 - 6:347 - 354.