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Results: 1-9 |
Results: 9
RECOMMENDATIONS - PART 7 - TRANSIENT CREEP FOR SERVICE AND ACCIDENT CONDITIONS
Authors: SCHNEIDER U SCHWESINGER P DEBICKI G DIEDERICHS U FRANSSEN JM FURAMURA F JUMPPANEN UM KHOURY GA MILLAR A MORRIS WA
Citation: U. Schneider et al., RECOMMENDATIONS - PART 7 - TRANSIENT CREEP FOR SERVICE AND ACCIDENT CONDITIONS, Materials and structures, 31(209), 1998, pp. 290-295
STABILITY OF STEEL COLUMNS IN CASE OF FIRE - EXPERIMENTAL EVALUATION
Authors: FRANSSEN JM TALAMONA D KRUPPA J CAJOT LG
Citation: Jm. Franssen et al., STABILITY OF STEEL COLUMNS IN CASE OF FIRE - EXPERIMENTAL EVALUATION, Journal of structural engineering, 124(2), 1998, pp. 158-163
STABILITY OF STEEL COLUMNS IN CASE OF FIRE - NUMERICAL MODELING
Authors: TALAMONA D FRANSSEN JM SCHLEICH JB KRUPPA J
Citation: D. Talamona et al., STABILITY OF STEEL COLUMNS IN CASE OF FIRE - NUMERICAL MODELING, Journal of structural engineering, 123(6), 1997, pp. 713-720
EXPERIMENTAL RESEARCH ON THE DETERMINATION OF THE MAIN PARAMETERS AFFECTING THE BEHAVIOR OF REINFORCED-CONCRETE COLUMNS UNDER FIRE CONDITIONS
Authors: DOTREPPE JC FRANSSEN JM BRULS A BAUS R VANDEVELDE P MINNE R VANNIEUWENBURG D LAMBOTTE H
Citation: Jc. Dotreppe et al., EXPERIMENTAL RESEARCH ON THE DETERMINATION OF THE MAIN PARAMETERS AFFECTING THE BEHAVIOR OF REINFORCED-CONCRETE COLUMNS UNDER FIRE CONDITIONS, Magazine of Concrete Research, 49(179), 1997, pp. 117-127
ANALYSIS OF STRUCTURAL MEMBERS UNDER ELEVATED-TEMPERATURE CONDITIONS - DISCUSSION
Authors: FRANSSEN JM
Citation: Jm. Franssen, ANALYSIS OF STRUCTURAL MEMBERS UNDER ELEVATED-TEMPERATURE CONDITIONS - DISCUSSION, Journal of structural engineering, 122(10), 1996, pp. 1253-1254
A SIMPLE-MODEL FOR THE FIRE RESISTANCE OF AXIALLY LOADED MEMBERS - COMPARISON WITH EXPERIMENTAL RESULTS
Authors: FRANSSEN JM SCHLEICH JB CAJOT LG AZPIAZU W
Citation: Jm. Franssen et al., A SIMPLE-MODEL FOR THE FIRE RESISTANCE OF AXIALLY LOADED MEMBERS - COMPARISON WITH EXPERIMENTAL RESULTS, Journal of constructional steel research, 37(3), 1996, pp. 175-204
NUMERICAL-SIMULATION OF A FULL-SCALE FIRE TEST ON A LOADED STEEL FRAMEWORK
Authors: FRANSSEN JM COOKE GME LATHAM DJ
Citation: Jm. Franssen et al., NUMERICAL-SIMULATION OF A FULL-SCALE FIRE TEST ON A LOADED STEEL FRAMEWORK, Journal of constructional steel research, 35(3), 1995, pp. 377-408
A SIMPLE-MODEL FOR THE FIRE RESISTANCE OF AXIALLY-LOADED MEMBERS ACCORDING TO EUROCODE-3
Authors: FRANSSEN JM SCHLEICH JB CAJOT LG
Citation: Jm. Franssen et al., A SIMPLE-MODEL FOR THE FIRE RESISTANCE OF AXIALLY-LOADED MEMBERS ACCORDING TO EUROCODE-3, Journal of constructional steel research, 35(1), 1995, pp. 49-69
NUMERICAL PROCEDURE FOR CALCULATION OF TEMPERATURE EVOLUTION IN COMPOSITE ELEMENTS WITH INTERNAL CAVITIES
Authors: LUYCKX P STIENON P FRANSSEN JM DOTREPPE JC HOGGE M
Citation: P. Luyckx et al., NUMERICAL PROCEDURE FOR CALCULATION OF TEMPERATURE EVOLUTION IN COMPOSITE ELEMENTS WITH INTERNAL CAVITIES, Communications in numerical methods in engineering, 10(6), 1994, pp. 437-451
Risultati: 1-9 |