Continuous Reinforced Concrete Rigid-Frame Bridges in China-Reference-Cited by-同舟云学术

Continuous Reinforced Concrete Rigid-Frame Bridges in China

Published:2019-05 Issue:2 Volume:24 Page:05019002
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Wang Huili¹,Xie Changling²,Liu David³,Qin Sifeng⁴

Affiliation:

1. Associate Professor, Institute of Bridge Engineering, Dalian Univ. of Technology, Dalian 116023, China; State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

2. Postgraduate Student, Institute of Bridge Engineering, Dalian Univ. of Technology, Dalian 116023, China.

3. Consultant, GAI Consultants, 618 E South St., Suite 700, Orlando, FL 328012.

4. Associate Professor, Research Center for Numerical Tests on Material, Dalian Univ. of Technology, Dalian 116023, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000421

Reference17 articles.

1. Feng J. and J. Dong. 2014. “Study on the seismic behavior of the large-span curved continuous rigid frame bridge under different curvature radius.” In Proc. 10th Asia Pacific Transportation Development Conf. Challenges and Advances in Sustainable Transportation Systems 594–601. Reston VA: ASCE.

2. Seismic response of ultra high-pier railway bridge under spatially varying site conditions of earthquake excitations;Hang C.;J. Highway Transp. Res. Dev.,2015

3. Recent development of design and construction of medium and long span high-speed railway bridges in China

4. Behavior of composite rigid frame bridge under bi-directional seismic excitations;Liu X.;J. Traffic Transp. Eng.,2014

5. Shrinkage and Creep Analysis of a Continuous Rigid-Frame Bridge with Density Gradient Concrete

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