Development of a Novel Type of Open-Web Continuous Reinforced-Concrete Rigid-Frame Bridge

Author:

Peng Yuancheng1ORCID,Zhang Zixiang2

Affiliation:

1. Professorate Senior Engineer, Dean of Bridge Dept., CCCC Second Highway Consultants Co. Ltd., No. 18, Chuangye Rd., Wuhan 430056, China. ORCID: .

2. Senior Engineer, Bridge Dept., CCCC Second Highway Consultants Co. Ltd., No. 18, Chuangye Rd., Wuhan 430056, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Pervasiveness of excessive segmental bridge deflections: Wake-up call for creep;Bazant Z. P.;ACI Struct. J.,2011

2. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms

3. Study of key technical issues on design of continuous rigid-frame bridge;Feng P. C.;Bridge Constr.,2009

4. Deflection Control of Long-Span PSC Box-Girder Bridge Based on Field Monitoring and Probabilistic FEA

5. Time-Dependent Reliability of PSC Box-Girder Bridge Considering Creep, Shrinkage, and Corrosion

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