Experimental Study of FRP-Reinforced Slotted RC Shear Walls under Cyclic Loading-Reference-Cited by-同舟云学术

Experimental Study of FRP-Reinforced Slotted RC Shear Walls under Cyclic Loading

Published:2018-08 Issue:4 Volume:22 Page:04018017
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Deng Kailai¹,Pan Peng²,Shen Shaodong³,Wang Haishen³,Feng Peng⁴

Affiliation:

1. Assistant Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, Key Laboratory of Civil Engineering Safety and Durability of the China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

3. Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Professor, Key Laboratory of Civil Engineering Safety and Durability of the China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000855

Reference15 articles.

1. Deng K. 2016. “Development of earthquake resilient slotted RC wall-energy dissipation coupling beam structure.” [In Chinese.] Ph.D. dissertation Tsinghua Univ.

2. Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings

3. Experimental study of slotted reinforced concrete slab at shear wall-slab interface;Deng K.;J Build Struct.,2016

4. Seismic Design of Hybrid Coupled Wall Systems: State of the Art

5. Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression

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