M. Taazount
- Numerical analysis of timber frame wall filled with hemp concrete. In: European Journal of Environmental and Civil Engineering, v. 27, n. 13 (December 2022). (2022):
- Numerical investigations on the thermo-mechanical behavior of steel-to-timber joints exposed to fire. In: Engineering Structures, v. 33, n. 12 (December 2011). (2011):
- Numerical 3D finite element modelling and experimental tests for dowel-type timber joints. In: Construction and Building Materials, v. 23, n. 9 (September 2009). (2009):
- Tangential behavior of nailed composite timber–concrete floor structures. In: Construction and Building Materials, v. 40 (March 2013). (2013):
- Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain. In: Engineering Structures, v. 31, n. 10 (October 2009). (2009):
- Behavior of dowelled and bolted steel-to-timber connections exposed to fire. In: Engineering Structures, v. 39 (June 2012). (2012):
- The lateral load resistance of unclassified cross-laminated timber walls: Experimental tests and theoretical approach. In: Engineering Structures, v. 166 (July 2018). (2018):
- Lateral load-carrying capacity of hemp concrete as a natural infill material in timber frame walls. In: Engineering Structures, v. 180 (February 2019). (2019):