Resilient performance of self-centering hybrid rocking walls with curved interface under pseudo-static loading

Author:

Su Xing,Yan Shi,Sun Xianglei,Wang Tao

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference35 articles.

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2. ACI ITG-5.1–07 (2007), Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary: ACI ITG-5.1–0.7, American Concrete Institute, Farmington Hills, MI, USA.

3. Cui HR, Wu G, Zhang J and Xu JH (2019), “Experimental Study on Damage-controllable Rocking Walls with Resilient Corners,” Magazine of Concrete Research, 71(21): 1113–1129.

4. Dang XL, Lu XL and Zhou Y (2014), “Experimental Design and Measured Behavior Analysis of Self-centering Shear Walls with Horizontal Bottom Slit,” Earthquake Engineering and Engineering Dynamics, 34(6): 103–112. (in Chinese)

5. Fintel M (1995), “Performance of Buildings with Shear Walls in Earthquakes of the Last Thirty Years,” PCI Journal, 40(3): 62–80.

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