Thursday December 5th 2024 12:30 PM - 2:00 PM Location Engineering Building (EB) 202L CEE Conf Rm or Zoom: https://pdx.zoom.us/j/3582585785 Cost / Admission Contact CEE staff at ceedept@pdx.edu Share Facebook Twitter Add to my calendar Add to my Calendar iCalendar Google Calendar Outlook Outlook Online Yahoo! Calendar The CEE Department is pleased to announce S.Taban Hajimirza's PhD Defense: "Structural Earthquake Resiliency of Rocking Core Systems with Floor Enabled Recentering "Date: Thursday, Dec 5th, 2024Time: 12:30 PMLocation: EB 202L CEE Conf Rm or Zoom: https://pdx.zoom.us/j/3582585785Advisor: Dr. Peter DusickaAbstract: "he growing need for structural earthquake resiliency, coupled with increasing demands for fast and environmentally sustainable construction, has driven architects and engineers to emphasize the importance of earthquake-resistant mass timber structures in regions with high seismic activity. With advancements in building technologies, cross-laminated timber (CLT) is at the forefront of this movement by unlocking new potentials for urban development. A novel low-damage earthquake-resistant structural system, named as Floor Recentering Rocking Core Wall (FLR-ROCR), has been developed to support rapid post-earthquake recovery of core-layout multistory timber buildings when subjected to high hazard demands. The system is designed as a solution to the challenges embedded in implementation of post-tensioned rocking systems. FLR-ROCR enhances performance of rocking shear wall structures by eliminating the need for post-tensioning, and instead enabling restoring interactions between rocking core walls and floor diaphragms to deliver a recentering mechanism. The provision of a drift-control mechanism and structural ductility is ensured through hysteretic energy dissipation via plasticity of replaceable U-shaped Flexural Plates (UFPs). To study structural earthquake resiliency of FLR-ROCR, the system mechanics is expanded for multistory buildings, and its lateral behavior, performance and damage limit states, and earthquake response are investigated through analytical equations, nonlinear numerical modeling, and full-scale shake table experiments. The effectiveness of FLR-ROCR performance is ultimately evaluated in accordance with performance-based criteria established for low-damage rocking systems." presentation