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Ductility Based Force Reduction Factors for Symmetrical Cross-Laminated Timber Structures
Force Based Design Guideline for Timber-Steel Hybrid Structures: Steel Moment ...
High-Capacity Hold-Down for Tall Timber Buildings
Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Steel ...
Shear Connections with Self-Tapping-Screws for Cross-Laminated-Timber Panels