Parametric Finite Element Model for Post-Tensioned Cross-Laminated Timber (PT-CLT) Systems

A parametric finite element modeling framework for post-tensioned cross-laminated timber (PT-CLT) rocking wall systems. The framework automates model generation, seismic design, and nonlinear analysis in OpenSeesPy while supporting seismic performance assessment, risk and reliability analysis, and performance-based design optimization.