Open Access
MATEC Web of Conferences
Volume 22, 2015
International Conference on Engineering Technology and Application (ICETA 2015)
Article Number 04021
Number of page(s) 6
Section Civil and Environmental Engineering
Published online 09 July 2015
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  6. Dongchun Qi. Yongshui, Zhang& Qiang, Li; Reason Analysis and Counter measures for Excessive Deflection of Mid spanin Long-Span Continuous Rigid Frame Bridges, Chongqing Jiaotong University (Natural Sciences), 26(6): 46–49.
  7. Zhi Zhang: Long-span continuous rigid frame bridge midspan Deflection causes and reinforcement method, Shanxi Architecture, 35 (3): 296–297.
  8. Jinhua, Zou. Haibo, Jiang & Shiwu, Ouyang. Long-span Continuous Rigid Frame Bridge midspan Deflection Analysis of the causes and effects of reinforcement, Highway, 72–74.
  9. Zihui Deng. Concrete structural design analysis and application of commonly used methods of reinforcement, Architecture and Engineering, 437–439.
  10. Jun, Xie & Guoliang, Wang & Xiaohua, zheng. State of Art of Long-term Deflection for Long SpanPrestressed Concrete Box-girder Bridge, Journal of Highway and Transportation Research and Development, 24(1):47–50.

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