26. Feujofack K., B.V. and Loss, C. (2023). “Experimental campaign on the mechanical properties of Canadian small clear spruce-pine-fir wood: Experimental procedures, data curation, and data description.” Data in Brief, Elsevier, 48 (109064) [DOI] 

25. Shulman, S. and Loss, C. (2023). “High-performance Grout-Reinforced Shear Connectors for Hybrid Steel-Cross-Laminated Timber Building Systems: Experimental Study.” Journal of Building Engineering, Elsevier, 67 (106014) [DOI] 

24. AmaniDashlejeh, A., Loss, C., (2022). “Reliability-Based Design Optimization of Strengthened and Reinforced Glulam Beams in Bending.” Wood Material Science & Engineering. [DOI] 

23. Owolabi, D. and Loss, C., (2022). “Experimental and numerical study on the bending response of a prefabricated composite CLT-steel floor module.” Engineering Structures 260: 114278. [DOI] 

22. Tannert, T. and Loss, C., (2022). “Contemporary and Novel Hold-Down Solutions for Mass Timber Shear Walls.” Building 12(2): 202. [DOI] 

21. Asgari H., Tannert, T., and Loss, C. (2021). “Block tear-out resistance of CLT panels with large-diameter connectors.” European Journal of Wood and Wood Products 80: 805-816. [DOI] 

20. Asgari H., Tannert, T., Ebadi, M., Loss, C., and Popovski, M. (2021). “Hyperelastic hold-down solution for CLT shear walls.” Construction and Building Materials 289: 123173 [DOI] 

19. Roncari, A., Gobbi, F. and Loss, C. (2021). “Nonlinear static seismic response of a building equipped with hybrid cross-laminated timber floor diaphragms and concentric X-braced steel frames.” Buildings SI 11(1): 9. [DOI] 

18. Polastri, A., Izzi, M., Pozza, L., Loss, C. and I. Smith (2019). “Seismic analysis of hybrid buildings braced with CLT cores and additional CLT shear walls.” Bulletin of Earthquake Engineering: 1-20. [DOI]  

17. Loss, C., Pacchioli, S., Polastri, A., Casagrande, D., Pozza, L. and Smith, I.(2018). “Numerical study of alternative seismic-resisting systems for CLT buildings.” Buildings 8(11): 162. [DOI] 

16. Loss, C., Tannert, T. and Tesfamariam, S. (2018). “State-of-the-Art Review of Displacement-Based Seismic Design of Timber Buildings.” Construction and Building Materials 191: 481-497. [DOI] 

15. Connolly, T., Loss, C. Iqbal, A. and Tannert, T. (2018). “Feasibility Study of Mass-Timber Cores for the UBC Tall Wood Building. Buildings 8(8): 98. [DOI] 

14. Loss, C., Hossain, A. and Tannert, T. (2018). “Simple cross-laminated timber shear connections with spatially arranged screws.” Journal of Engineering Structures 173: 340-356. [DOI] 

13. Loss, C., Rossi, S. and Tannert, T. (2018). “In-plane stiffness of hybrid steel-cross-laminated timber floor diaphragms.” Journal of Structural Engineering 144(8): 04018128. [DOI]  

12. Loss, C. and Frangi, A. (2017). “Experimental investigation on in-plane stiffness and strength of innovative steel-timber hybrid floor diaphragms.” Journal of Engineering Structures 138: 229-244. [DOI]  

11. Loss, C. and Davison, B. (2017). “Innovative composite steel-timber floors with prefabricated modular components.” Journal of Engineering Structures 132: 695-713. [DOI] 

10. Loss, C., Baldessari, L., and Piazza, M. (2016). “Experimental investigation on the diaphragm behaviour of steel-timber hybrid floors with a composite CLT slab. (In Italian)” STRUCTURAL (L’Edilizia) 208 (28): 1-22. ISSN 2282-3794. [DOI]

9. Loss, C., Piazza, M., and Zandonini, R. (2016). “Connections for steel-timber hybrid prefabricated buildings. Part II: Innovative modular structures.” Construction and Building Materials 122: 796-808. [DOI]

8. Loss, C., Piazza, M. and Zandonini, R. (2016). “Connections for steel-timber hybrid prefabricated buildings. Part I: Experimental tests.” Construction and Building Materials 122: 781-795. [DOI] 

7. Polastri, A., Pozza, L., Loss, C., and Smith, I. (2016). “Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls.” New Zealand timber design journal 24 (2): 11-20 (printed version only)

6. Loss, C., Farinati, L., Chesani, A., Piazza, M. and Zandonini, R. (2015). “Ultra-light and prefabricated composite steel-timber floors. Numerical-experimental research on the bending behaviour (in Italian).” STRUCTURAL (L’Edilizia) 199 (26): 1-14. ISSN 2282-3794. [DOI]

5. Loss, C., Zonta D., and Piazza M. (2013). “On estimating the seismic displacement capacity of timber portal-frames.” Journal of Earthquake Engineering 17 (6): 879-901. DOI: 10.1080/13632469.2013.779333. [DOI]

4. Loss, C. (2011). “Displacement-based seismic design of timber structures (in Italian).” STRUCTURAL (L’Edilizia) 169: 58-71. ISSN: 1593-3970 (printed version only).

3. Zanon, P. and C. Loss (2011). “Timber structures and the state of Italian standard (in Italian).” STRUCTURAL (L’Edilizia) 169: 22-25. ISSN: 1593-3970 (printed version only).

2. Loss, C. (2011). “Displacement-based design of Platform Frame multi-storey residential timber buildings (Platform Frame) (in Italian).” Progettazione Sismica 1: 49-64. ISSN: 1973-7432. [DOI] 

1. Zonta, D., Loss, C., Piazza, M. and Zanon, P. (2011). “Direct Displacement-Based Design of glulam timber frame buildings.” Journal of Earthquake Engineering 15: 491-510. [DOI]