Journal Papers

2023

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

2022

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 LossC. (2021). “Block tear-out resistance of CLT panels with large-diameter connectors.” European Journal of Wood and Wood Products 80: 805-816. [DOI

2021

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

2019

18. Polastri, A., Izzi, M., Pozza, L., LossC. 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]  

2018

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]  

2017

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] 

2016 and Before

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]