Characterizing Hysteretic Behavior of Cold-Formed Steel Members and Connections
Thin-walled cold-formed steel building systems are becoming an increasingly competitive multi-story construction solution when compared to more traditional hot-rolled steel and timber framing. However, our understanding of the behavior of cold-formed structures subjected to earthquake loading is lacking. Although shear wall units with sheathing and strapping have been studied, the cyclic behavior of the rest of the cold formed members and connections are not well understood.
The objective of this research project which is conducted with co-PI Cris Moen, is to characterize cyclic behavior of cold-formed steel structural components. Cyclic axial and flexural tests will be performed at Virginia Tech. The experimental results will allow the parameterization of the hysteretic response based on cross-section and global slenderness properties. The hysteretic response curves will capture energy dissipation characteristics for common cold-formed formed steel strength limit states including local buckling, distortional buckling, and global (Euler) buckling. Cyclic tests on cold-formed steel connections will allow calibration of hysteretic models for connections as well. The ultimate goal of this project is to create a toolbox of hysteretic models that can capture the behavior of individual components of the structure such that when they are assembled they can simulate the behavior of an infinite number of building configurations.
This work is a companion project to an ongoing NEES project which will incorporate the results of this research into high fidelity finite element models of cold-formed structures to better understand their full system behavior and refine related design procedures.
Padilla-Llano, D.A., Moen, C.D., Eatherton, M.R. (2016) “Cyclic Flexural Response and Energy Dissipation of Cold-Formed Steel Framing Members” Thin-Walled Structures, Vol. 98, pp. 518-532, doi:10.1016/j.tws.2015.10.021.
Padilla-Llano, D., Moen, C.D., and Eatherton, M.R. (2014) “Experimental Investigation of the Cyclic Axial Behavior of Cold-Formed Steel Framing Members” Thin-Walled Structures, Vol. 78, pp 95-107
Padilla-Llano, D., Moen, C.D., Eatherton, M.R. (2014) “Nonlinear Hysteretic Models for Seismic Modeling of Cold-Formed Steel Members” Proceedings of the 22nd International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO
Padilla-Llano, D., Moen, C.D., Eatherton, M.R. (2013) “Hysteretic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists” Proceedings of the Annual Stability Conference, Structural Stability Research Council (SSRC), April 16-20, St. Louis, MO.
Padilla-Llano, D., Eatherton, M.R., Moen, C.D., (2013) “Axial Hysteretic Modeling of Cold-Formed Steel Members for Computationally Efficient Seismic Simulation” Proceedings of the 2013 ASCE Structures Congress, March 2-4, 2013 Chicago, Illinois.
- Buckling Restrained Brace Subassemblage Testing
- Testing of Steel Crates
- Development of a Spectral Matching Algorithm
- End-Plate Moment Connections
- Self-Centering Beams for Resilient Earthquake Resistance
- Ring-Shaped Steel Plate Shear Walls
- Super High Tension Bolts
- Effect of Fasteners and Defects in the Protected Zone on the Performance of Moment Frames
- Controlled Rocking of Steel Braced Frames with Replaceable Energy Dissipating Fuses
- Development of a Self-Centering Buckling Restrained Brace
- Understanding Structural Response During Earthquakes Using Wavelet Transforms