C. Dickof
- Seismic Vulnerability Assessment of Hybrid Steel-Timber Structure: Steel Moment-Resisting Frames with CLT Infill. In: Journal of Earthquake Engineering, v. 18, n. 6 ( 2014). (2014):
- CLT–Steel Hybrid System: Ductility and Overstrength Values Based on Static Pushover Analysis. In: Journal of Performance of Constructed Facilities (ASCE), v. 28, n. 6 (Dezember 2014). (2014):