This research thread develops and validates numerical models that capture the nonlinear behavior of cold-formed steel (CFS) buildings. The different approaches employ zero-length OpenSees elements with calibrated pinching4 material behavior, rigid or discretized diaphragm formulations. Calibration of components is based on data from CFS-NHERI wall-line, CFS-HUD and CFS-NHERI shake-table tests among other sources. backbone curves and degrading hysteresis rules The effort focuses on:
- Translating full-scale test observations into numerical model of buildings explicitly considering shear walls, gravity walls, and different tie-down details.
- Enabling performance-based design through analyses using service-level and MCE-level input motions to collapse assessment.
Reusable modular scripts support engineers designing next-generation CFS structures.
Funding: National Science Foundation (NSF) CMMI Awards #1663569 and #1663348, Collaborative Research: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings.