Creep-Prediction Models for Concrete-Filled Steel Tube Arch Bridges-Reference-Cited by-同舟云学术

Creep-Prediction Models for Concrete-Filled Steel Tube Arch Bridges

Author:

Chen Baochun¹,Lai Zhichao²,Lai Xiuying³,Varma Amit H.⁴,Yu Xinmeng⁵

Affiliation:

1. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350108, China.

2. Postdoctoral Research Associate, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering, Xiamen Univ., Tan Kah Kee College, Zhangzhou, Fujian 363105, China.

4. Professor, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

5. Associate Professor, Dept. of Civil Engineering, Dongguan Univ. of Technology, Dongguan, Guangdong 523808, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference60 articles.

1. Abaqus 6.7.1 [Computer software]. SIMULIA Providence RI.

2. Statistical comparisons of creep and shrinkage prediction models using RILEM and NU-ITI databases;Al-Manaseer A.;Mater. J.,2015

3. Prediction of concrete creep effects using age-adjusted effective modulus method;Bažant Z. P.;J. Am. Concr. Inst.,1972

Cited by 21 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献