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Results: 1-8 |
Results: 8

Authors: FOSTER SJ GILBERT RI
Citation: Sj. Foster et Ri. Gilbert, EXPERIMENTAL STUDIES ON HIGH-STRENGTH CONCRETE DEEP BEAMS, ACI structural journal, 95(4), 1998, pp. 382-390

Authors: FOSTER SJ GILBERT RI
Citation: Sj. Foster et Ri. Gilbert, THE DESIGN OF NONFLEXURAL MEMBERS WITH NORMAL AND HIGH-STRENGTH CONCRETES, ACI structural journal, 93(1), 1996, pp. 3-10

Authors: GILBERT RI BRADFORD MA
Citation: Ri. Gilbert et Ma. Bradford, TIME-DEPENDENT BEHAVIOR OF CONTINUOUS COMPOSITE BEAMS AT SERVICE LOADS, Journal of structural engineering, 121(2), 1995, pp. 319-327

Authors: FOSTER SJ BUDIONO B GILBERT RI
Citation: Sj. Foster et al., ROTATING CRACK FINITE-ELEMENT MODEL FOR REINFORCED-CONCRETE STRUCTURES, Computers & structures, 58(1), 1995, pp. 43-50

Authors: SUN CH BRADFORD MA GILBERT RI
Citation: Ch. Sun et al., A RELIABLE NUMERICAL-METHOD FOR SIMULATING THE POSTFAILURE BEHAVIOR OF CONCRETE FRAME STRUCTURES, Computers & structures, 53(3), 1994, pp. 579-589

Authors: LIM YK BRADFORD MA GILBERT RI
Citation: Yk. Lim et al., A METHOD FOR DETERMINING THE SHORT-TERM AND LONG-TERM BEHAVIOR OF SLENDER REINFORCED-CONCRETE COLUMNS IN SWAY FRAMES, Magazine of Concrete Research, 46(168), 1994, pp. 201-207

Authors: XIN LJ GILBERT RI
Citation: Lj. Xin et Ri. Gilbert, TIME ANALYSIS OF PARTIALLY PRESTRESSED BEAM SUBJECTED TO CHANGING LOADS, Journal of structural engineering, 119(9), 1993, pp. 2593-2606

Authors: SUN CH BRADFORD MA GILBERT RI
Citation: Ch. Sun et al., NONLINEAR-ANALYSIS FOR CONCRETE FRAME STRUCTURES USING THE FINITE-ELEMENT METHOD, Computers & structures, 48(1), 1993, pp. 73-79
Risultati: 1-8 |