ATTEL PROJECT - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D3; ; 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; ; 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; ; Demonceau, Jean-François et alReport (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) ATTEL PROJECT PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D2; ; Demonceau, Jean-François et alReport (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; ; 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 LOADINGSDemonceau, Jean-François ; Hoang Van Long, spzv ; Jaspart, Jean-Pierre et alReport (2012) Detailed reference viewed: 23 (6 ULg) |
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