Sfoglia per Autore
Caratterizzazione di resistenza e rigidezza degli elementi e dei collegamenti nelle strutture lignee antiche
2001-01-01 Piazza, Maurizio; Baldassino, Nadia; Ballerini, Marco; Zanon, Paolo
Solai lignei composti con connettori in calcestruzzo: comportamento statico
2001-01-01 Ballerini, Marco; Piazza, Maurizio
A new moment resisting connection for plane grid glulam structures
2001-01-01 Piazza, Maurizio; Ballerini, Marco
A numerical investigation on the splitting strength of beams loaded perpendicular-to-grain by single-dowel connections
2002-01-01 Ballerini, Marco; W., Acler
An experimental investigation on notched connections for timber-concrete composite structures
2002-01-01 Ballerini, Marco; R., Crocetti; Piazza, Maurizio
Shear transfer in composite members: testing, modelling, standards and damage
2003-01-01 Bursi, Oreste Salvatore; Ballerini, Marco; Piazza, Maurizio; Zandonini, Riccardo; E., Fournely; U., Kuhlmann; K., Kurschner; J., Schaenzlin
Beams transversally loaded by dowel-type joints: influence on splitting strength of beam thickness and dowel size
2003-01-01 Ballerini, Marco; A., Giovanella
A new prediction formula for the splitting strength of beams loaded by dowel-type connections
2004-01-01 Ballerini, Marco
Connettori di calcestruzzo per strutture composte legno - calcestruzzo. Indagine sperimentale
2004-01-01 Ballerini, Marco; Piazza, Maurizio
Numerical investigation on the splitting strength of beams loaded perpendicular-to-grain by multiple-dowel connections
2005-01-01 Ballerini, Marco; Rizzi, Mirko
Dowel timber connections with two shear planes loaded parallel-to-the-grain: reliability of the new European design code by means experimental tests
2006-01-01 Ballerini, Marco; F., Mares; D., Sommavilla
Strutture composte legno–calcestruzzo con connettori di calcestruzzo. Indagine sperimentale
2006-01-01 Piazza, Maurizio; Ballerini, Marco
A new prediction formula for the splitting strength of beams loaded perpendicular-to-grain by dowel-type and nail-plates connections
2006-01-01 Ballerini, Marco
A simplified design formula for the load-carrying capacity of dowel-type timber-to-timber connections
2007-01-01 Ballerini, Marco
A EYM based simplified design formula for the load-carrying capacity of dowel-type connections
2007-01-01 Ballerini, Marco
Recent advances on the prediction of the splitting strength of beams loaded perpendicular-to-grain by dowel-type and nail-plate connections
2007-01-01 Ballerini, Marco
Numerical analyses for the prediction of the splitting strength of beams loaded perpendicular-to-grain by dowel-type connections
2007-01-01 Ballerini, Marco; M., Rizzi
Applicability of Existing Design Approaches to Mechanical Joints in Structural Composite Lumber
2008-01-01 M., Snow; Smith, Ian; A., Asiz; Ballerini, Marco
Simplified design equations for the load-carrying capacity of dowel-type connections
2008-01-01 Ballerini, Marco
Test results on timber-to-timber two shear planes dowel joints loaded parallel-to-grain
2008-01-01 Ballerini, Marco; F., Mares
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