Seismic behavior of self-centering reinforced concrete wall enabled by superelastic shape memory alloy bars

Author:

Wang Bin,Zhu SongyeORCID

Funder

Chinese National Engineering Centre for Steel Construction (Hong Kong Branch)

The State Key Laboratory of Subtropical Building Science

Research Institute for Sustainable Urban Development

Publisher

Springer Science and Business Media LLC

Subject

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

Reference68 articles.

1. ACI (American Concrete Institute) (2008) Acceptance criteria for special unbonded post-tensioned precast structural walls based on validation testing. ACI ITG-5.1-07, Farmington Hills, MI

2. ACI (American Concrete Institute) (2014) Building code requirements for structural concrete (ACI 318-14) and commentary on building code requirements for structural concrete (ACI 318R-14). ACI Committee 318, Farmington Hills, MI

3. Alam MS, Nehdi M, Youssef MA (2009) Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys. Smart Struct Syst 5(5):565–585

4. Araki Y, Shrestha KC, Maekawa N, Koetaka Y, Omori T, Kainuma R (2016) Shaking table tests of steel frame with superelastic Cu-Al-Mn SMA tension braces. Earthq Eng Struct D 45(2):297–314

5. Bradley BA, Dhakal RP, Mander JB, Li L (2008) Experimental multi-level seismic performance assessment of 3D RC frame designed for damage avoidance. Earthq Eng Struct D 37(1):1–20

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