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Results: 1-9 |
Results: 9

Authors: LI H FOSCHI RO
Citation: H. Li et Ro. Foschi, AN INVERSE RELIABILITY METHOD AND ITS APPLICATION, Structural safety, 20(3), 1998, pp. 257-270

Authors: FOSCHI RO NEUMANN GA YAO F FOLZ B
Citation: Ro. Foschi et al., FLOOR VIBRATION DUE TO OCCUPANTS AND RELIABILITY-BASED DESIGN GUIDELINES - REPLY, Canadian journal of civil engineering, 23(2), 1996, pp. 572-572

Authors: FOSCHI RO NEUMANN GA YAO F FOLZ B
Citation: Ro. Foschi et al., FLOOR VIBRATION DUE TO OCCUPANTS AND RELIABILITY-BASED DESIGN GUIDELINES, Canadian journal of civil engineering, 22(3), 1995, pp. 471-479

Authors: CANISIUS TDG FOSCHI RO
Citation: Tdg. Canisius et Ro. Foschi, SOME ASPECTS IN THE CALCULATION OF TRANSVERSE-SHEAR STRESSES IN MINDLIN PLATES, Communications in numerical methods in engineering, 9(8), 1993, pp. 681-685

Authors: FOSCHI RO YAO FZ
Citation: Ro. Foschi et Fz. Yao, RELIABILITY-ANALYSIS OF WOOD I-JOISTS, Canadian journal of civil engineering, 20(4), 1993, pp. 564-573

Authors: FOSCHI RO FOLZ B YAO F
Citation: Ro. Foschi et al., RELIABILITY-BASED DESIGN OF WOOD STRUCTURES - BACKGROUND TO CSA-086.1-M89, Canadian journal of civil engineering, 20(3), 1993, pp. 349-357

Authors: YAO FZ FOSCHI RO
Citation: Fz. Yao et Ro. Foschi, DURATION OF LOAD IN WOOD - CANADIAN RESULTS AND IMPLEMENTATION IN RELIABILITY-BASED DESIGN, Canadian journal of civil engineering, 20(3), 1993, pp. 358-365

Authors: CANISIUS TDG FOSCHI RO
Citation: Tdg. Canisius et Ro. Foschi, MINDLIN FINITE STRIPS WITH SUPPORT DISPLACEMENTS, Computers & structures, 49(2), 1993, pp. 329-339

Authors: CANISIUS TDG FOSCHI RO
Citation: Tdg. Canisius et Ro. Foschi, A MINDLIN FINITE STRIP ANALYSIS OF STRUCTURES WITH LOCALIZED LOADS, Computers & structures, 48(5), 1993, pp. 935-942
Risultati: 1-9 |