Behavior of cross-laminated timber diaphragm connections with self-tapping screws
Authors:
- Kyle SullivanKSKyle Sullivan
- Thomas H. MillerTMThomas H. Miller
- Rakesh GuptaRGRakesh Gupta
- 1 August 2018
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 168, 505-524
Abstract
No abstract availableKeywords
Funding Information
- Agricultural Research Service (58-0202-5-001)
This publication has 11 references indexed in Scilit:
- State-of-the-Art Report on high reversible timber to timber strengthening interventions on wooden floorsConstruction and Building Materials, 2015
- Shear Connections with Self-Tapping Screws for Cross-Laminated Timber Panels2015
- Cyclic behavior of typical screwed connections for cross-laminated (CLT) structuresEuropean Journal of Wood and Wood Products, 2015
- In-Plane Orthotropic Behavior of Timber Floor Diaphragms in Unreinforced Masonry BuildingsJournal of Structural Engineering, 2014
- In-Plane Stiffness of Traditional Timber Floors Strengthened with CLT2014
- Refurbishment of a Traditional Timber Floor with a Reversible Technique: Importance of the Investigation Campaign for Design and Control of the InterventionInternational Journal of Architectural Heritage, 2013
- Theoretical and experimental analysis of timber-to-timber joints connected with inclined screwsConstruction and Building Materials, 2010
- Flexural strengthening of timber beams by traditional and innovative techniquesJournal of Building Appraisal, 2007
- Seismic Design Methodology for Precast Concrete Diaphragms Part 2: Research ProgramPCI Journal, 2005
- Seismic Design Methodology for Precast Concrete Diaphragms Part 1: Design FrameworkPCI Journal, 2005