Flexural Capacity of Fiber-Reinforced Polymer-Confined Concrete Column–Ring Beam Exterior Joints under Low Cyclic Loading

Author:

Yu Feng1,Wang Jimei2,Wang Yan3,Li Zilong2,Fang Yuan4,Qin Yin2

Affiliation:

1. Professor, Dept. of Civil Engineering and Architecture, Anhui Univ. of Technology, Maanshan 243032, China.

2. Postgraduate Student, Dept. of Civil Engineering and Architecture, Anhui Univ. of Technology, Maanshan 243032, China.

3. Professor, State Key Laboratory of Green Building in Western China, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China.

4. Lecturer, Dept. of Civil Engineering and Architecture, Anhui Univ. of Technology, Maanshan 243032, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference48 articles.

1. Local compressive behavior of joint core reinforced with ring beam for connection of polyvinyl chloride fiber‐reinforced polymer confined concrete column and reinforced concrete beam

2. CECS (China Association for Engineering Construction Standardization). 2012. Technical specification for concrete-filled steel tubular structures. CECS 28. Beijing: Architecture Industrial Press of China.

3. Chen Q. J. 2008. “Study on mechanical properties of concrete filled steel tubular column and beam joints with discontinuous steel tubes in joint area.” Ph.D. thesis School of Civil Engineering and Transportation South China Univ. of Technology.

4. Seismic behaviour of a through-beam connection between concrete-filled steel tubular columns and reinforced concrete beams

5. The use of damage functionals in earthquake engineering: A comparison between different methods

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