Cyclic Response of Concrete Bridge Columns Using Superelastic Nitinol and Bendable Concrete
By M. Saiidi, M. O'Brien, Mahmoud Sadrossadat-Zadeh. 2009
219 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/94e8516ed60f01092ee5f9d91a4db7b166776044
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Civil and Structural Engineering
- M. Alam
- A. M. Billah
- O. Ozbulut
- Stefan Hurlebaus
- Reginald DesRoches
- Moncef L. Nehdi
- Maged A. Youssef
- Gangbing Song
Citations in the corpus
- Seismic Response Control Using Shape Memory Alloys: A Review (2011, background): “Saiidi et al. (2009) also studied the cyclic response of concrete bridge columns using SMA bars and ECC.”
- Seismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars (2012, background): “[25] investigated the effectiveness of reinforced concrete bridge columns with superelastic shape memory alloy (SMA) reinforcement and engineered cementitious composites (ECC) in plastic hinges.”
- Behavior and modeling of superelastic shape memory alloy reinforced concrete beams (2013, unknown): “This includes exploratory research on small-scale beams reinforced with either embedded or externally anchored SMAs [8,9], and the seismic behavior of columns reinforced with SMA bars and engineered cementitious concrete in the plastic hinge region as a technique to reduce damage [10,11].”