NC-UHPC Composite Structure for Long-Term Creep-Induced Deflection Control in Continuous Box-Girder Bridges-Reference-Cited by-同舟云学术

NC-UHPC Composite Structure for Long-Term Creep-Induced Deflection Control in Continuous Box-Girder Bridges

Published:2018-06 Issue:6 Volume:23 Page:04018034
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Yang¹,Zhu Ping²,Zhu Yanping³,Bao Chao⁴,Shao Xudong⁵,Shi Janqun³

Affiliation:

1. Associate Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

2. Assistant Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author).

3. Graduate Student, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, China.

4. Assistant Bridge Engineer, Ningbo Communication Planning Institute Co., Ltd, Ningbo 315192, China.

5. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001241

Reference30 articles.

1. Prediction of concrete creep effects using age-adjusted effective modulus method;Bažant Z. P.;ACI J.,1972

2. Perverseness of excessive segmental bridge deflections: Wake-up call for creep;Bažant Z. P.;ACI Struct. J.,2011

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

4. Burkart I. and Müller H. S. (2008). “Creep and shrinkage characteristics of ultra high strength concrete (UHPC).” Proc. Second International Symp. on Ultra High Performance Concrete Kassel University Press Kassel Germany 469–476.

5. Cao S. S. (2008). “Study on the simulation analysis and control of long-span concrete-filled steel tubular arch bridge.” Master’s thesis Changan Univ. Shanxi China (in Chinese).

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