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	References of "Ferino, Jan" in Showing results 1 to 9 of 9 1 ATTEL PROJECT - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D3 Zilli, Giuliana; Demofonti, Giuseppe; Ferino, Jan et al Report (2012) - D3.1: monotonic and cyclic test data on base-joint specimens; - D3.2: monotonic and cyclic test data on column specimens; - D3.3: monotonic and cyclic test data on beam-to-column joint specimens; - D3.4 ... [more ▼] - D3.1: monotonic and cyclic test data on base-joint specimens; - D3.2: monotonic and cyclic test data on column specimens; - D3.3: monotonic and cyclic test data on beam-to-column joint specimens; - D3.4: cyclic test results laboratory report. [less ▲] Detailed reference viewed: 15 (4 ULg) ATTEL PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D6 Pournara, Aglaia-Eugenia; Varelis, George E.; Papatheocharis, Charis et al Report (2012) Design Guidelines and proposal for EC3, EC4 and EC8 Detailed reference viewed: 13 (3 ULg) ATTEL PROJECT PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D5 Sommariva, Manuel; Maio, Daniele; Demonceau, Jean-François et al Report (2012) D.5.1. : Definition of stability curves D.5.2. : D5.2: simulation data relevant to the selected typologies of base-joints, of HSS-CHS columns and HSS-CFT columns and of HSS-concrete composite beam-to ... [more ▼] D.5.1. : Definition of stability curves D.5.2. : D5.2: simulation data relevant to the selected typologies of base-joints, of HSS-CHS columns and HSS-CFT columns and of HSS-concrete composite beam-to-column joints D.5.3. : Report on parametric numerical analyses [less ▲] Detailed reference viewed: 9 (2 ULg) HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D7 Rivera, Sergio; Alvarez, Ricardo; Lezcano, Ricardo et al Report (2012) D7.1: Report on design guidelines and recommendations for HSS for tubular structures D7.2: Report on design guidelines and recommendations for tubular members and connections D7.3: Report on maintenance ... [more ▼] D7.1: Report on design guidelines and recommendations for HSS for tubular structures D7.2: Report on design guidelines and recommendations for tubular members and connections D7.3: Report on maintenance and durability of HSS tubular structures [less ▲] Detailed reference viewed: 14 (1 ULg) HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D6 Demofonti, Giuseppe; Zilli, Giuliana; Tamponi, Gian Marco et al Report (2012) D6.1: S-N data relevant to connections and refinement of the component method for bolted connections D6.2: Simulations data on tubular members D6.3: Simulation data on case studies and similar structural ... [more ▼] D6.1: S-N data relevant to connections and refinement of the component method for bolted connections D6.2: Simulations data on tubular members D6.3: Simulation data on case studies and similar structural types. [less ▲] Detailed reference viewed: 10 (2 ULg) HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D3 Rivera, Sergio; Alvarez, Ricardo; Lezcano, Ricardo et al Report (2012) D3.1: Mechanical, toughness and corrosion properties for HSS employed in this study. D3.2: Cyclic test data of tubular (cylindrical) members or member assemblies D3.3: Buckling test data of tubular ... [more ▼] D3.1: Mechanical, toughness and corrosion properties for HSS employed in this study. D3.2: Cyclic test data of tubular (cylindrical) members or member assemblies D3.3: Buckling test data of tubular (cylindrical) members or member assemblies [less ▲] Detailed reference viewed: 30 (1 ULg) ATTEL PROJECT PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D2 Sommariva, Manuel; Maio, Daniele; Demonceau, Jean-François et al Report (2012) D2.1: Report on the design of specimens D2.2: Definition of practical solutions for the selected typologies of column bases, of HSSCHS columns and HSS‐CFT columns and of HSS‐concrete composite ... [more ▼] D2.1: Report on the design of specimens D2.2: Definition of practical solutions for the selected typologies of column bases, of HSSCHS columns and HSS‐CFT columns and of HSS‐concrete composite beam‐to‐column joints [less ▲] Detailed reference viewed: 19 (7 ULg) ATTEL-PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - WP1 - D1 Ferrario, Fabio; Bursi, Oreste S.; Zanon, Gabriele et al Report (2012) Work Package 1‐ Deliverable1 State‐of‐the‐art report on collection and evaluation of experimental test data and design procedures Detailed reference viewed: 19 (5 ULg) Draft Final Report - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS Demonceau, Jean-François ; Hoang Van Long, spzv ; Jaspart, Jean-Pierre et al Report (2012) Detailed reference viewed: 23 (6 ULg) 1

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