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Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 1-gen-2016 Latour, Massimo; Rizzano, Gianvittorio
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 1-gen-2017 Mitsui, K; Sato, A; Latour, Massimo; Rizzano, Gianvittorio; Piluso, Vincenzo
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 1-gen-2017 Demonceau, Jf; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Rizzano, Gianvittorio; Jaspart, Jp
Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections 1-gen-2017 D'Antimo, Marina; Demonceau, Jean françois; Latour, Massimo; Rizzano, Gianvittorio; Jaspart, Jean pierre
Reliable calibration of cyclic models for steel members 1-gen-2017 Chisari, Corrado; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio; Amadio, Claudio
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 1-gen-2017 Zimbru, Mariana; Latour, Massimo; D'Aniello, Mario; Rizzano, Gianvittorio; Piluso, Vincenzo; DE MARTINO, Attilio
Preliminar study on beam-to-column joints under impact loading 1-gen-2017 D'Antimo, Marina; Latour, Massimo; Rizzano, Gianvittorio; Demonceau J., F.; Jaspart J., P.; FERRANTE CAVALLARO, Giovanni
Cyclic behaviour of friction materials for FREEDAM connections 1-gen-2017 FERRANTE CAVALLARO, Giovanni; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Experimental analysis and FE modeling of square hollow sections under combined axial and bending loads 1-gen-2017 Mitsui, Kazuya; Sato, Atsushi; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 1-gen-2017 Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Development and validation of design criteria for free from damage steel joints 1-gen-2017 D'Aniello, Mario; Zimbru, Mariana; Latour, Massimo; Francavilla, ANTONELLA BIANCA; Landolfo, Raffaele; Piluso, Vincenzo; Rizzano, Gianvittorio
Experimental assessment of friction dampers under impact loading 1-gen-2017 Santos, Ana Francisca; Santiago, Aldina; Da Silva, Luís Simões; Latour, Massimo; Rizzano, Gianvittorio
Experimental analysis of friction material for Free from Damage connections 1-gen-2017 FERRANTE CAVALLARO, Giovanni; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames 1-gen-2017 Francavilla, ANTONELLA BIANCA; Latour, Massimo; Rizzano, Gianvittorio; Demonceau, Jean françois; Jaspart, Jean pierre
Influence of joint modelling on the seismic responce of moment resistant steel frames 1-gen-2017 Giordano, V.; Chisari, C.; Rizzano, G.; Latour, M.
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 1-gen-2017 Santiago, A.; Da Silva, L. Simoes; Da Silva, L. C. Fernandes; FERRANTE CAVALLARO, Giovanni; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Optimization of the pre-loading procedure for high-strength bolts of FREEDAM connections 1-gen-2017 FERRANTE CAVALLARO, Giovanni; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 1-gen-2017 Latour, Massimo; Rizzano, Gianvittorio
FE analysis of bolted T-stubs in the large deformation range: a preliminary study 1-gen-2017 Tan, Pj; Faralli, A.; Latour, Massimo; Rizzano, Gianvittorio
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 1-gen-2017 FERRANTE CAVALLARO, Giovanni; Francavilla, ANTONELLA BIANCA; Latour, Massimo; Piluso, Vincenzo; Rizzano, Gianvittorio
Mostrati risultati da 61 a 80 di 164
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