Seismic performance of a new type of RC shear walls confined with high-strength rectangular spiral reinforcements

Author:

Zhao Huajing,Hu Yifan,Li Sen,Liu Jiangyuan,Yang Penghui

Funder

Innovative Research Group Project of the National Natural Science Foundation of China

National College Students Innovation and Entrepreneurship Training Program

State Key Laboratory of Architectural Science and Technology in West China

Publisher

Springer Science and Business Media LLC

Reference31 articles.

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3. Liang XW, Deng MK, Zhang XH, Tian SF (2007) Experimental study on performance-based seismic design of high performance concrete shear wall. J Build Struct 28(5):80–88

4. Fang XD, Li ZL, Wei H, Jiang Y (2011) Experimental study on seismic behavior of high performance concrete shear wall with high reinforcement ratio boundary elements. J Build Struct 32(12):145–153

5. Zhang Q, Wei ZY, Gu XL et al (2022) Confinement behavior and stress–strain response of square concrete columns strengthened with carbon textile reinforced concrete (CTRC) composites. Eng Struct 266:114592

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