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Results: 1-13 |
Results: 13
MAKING THE GRADE
Authors: WASSERMAN E AZIZINAMINI A PATE H GREER W
Citation: E. Wasserman et al., MAKING THE GRADE, Civil engineering, 68(4), 1998, pp. 69-71
HIGH-STRENGTH CONCRETE COLUMNS - STATE-OF-THE-ART (VOL 94, PG 323, 1997)
Authors: MIRZA SA AZIZINAMINI A ADEBAR AE LEE DD RANGAN DV FURLONG RW MACGREGOR JG SAADEGHVAZIRI MA GREEN R MAU ST SAATCIOGLU M HORN HR PARK R SCHULTZ AE HSU CTT PAULTRE P SELNA LG LAWRIE RA PRISHTINA B SHEIKH SA RAD RN
Citation: Sa. Mirza et al., HIGH-STRENGTH CONCRETE COLUMNS - STATE-OF-THE-ART (VOL 94, PG 323, 1997), ACI structural journal, 94(5), 1997, pp. 605-605
HIGH-STRENGTH CONCRETE COLUMNS - STATE-OF-THE-ART
Authors: MIRZA SA AZIZINAMINI A ADEBAR PE ELWI AE LEE DD RANGAN DV FURLONG RW MACGREGOR JG SAADEGHVAZIRI MA GREEN R MAU ST SAATCIOGLU M HORN HR PARK R SCHULTZ AE HSU CTT PAULTRE P SELNA LG LAWRIE RA PRISHTINA B SHEIKH SA RAD RN
Citation: Sa. Mirza et al., HIGH-STRENGTH CONCRETE COLUMNS - STATE-OF-THE-ART, ACI structural journal, 94(3), 1997, pp. 323-335
STEEL REINFORCE CONCRETE STRUCTURES IN 1995 HYOGOKEN-NANBU EARTHQUAKE
Authors: AZIZINAMINI A GHOSH SK
Citation: A. Azizinamini et Sk. Ghosh, STEEL REINFORCE CONCRETE STRUCTURES IN 1995 HYOGOKEN-NANBU EARTHQUAKE, Journal of structural engineering, 123(8), 1997, pp. 986-992
TENSION DEVELOPMENT LENGTH OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE
Authors: AZIZINAMINI A CHISALA M GHOSH SK
Citation: A. Azizinamini et al., TENSION DEVELOPMENT LENGTH OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE, Engineering structures, 17(7), 1995, pp. 512-522
DESIGN OF THROUGH BEAM CONNECTION DETAIL FOR CIRCULAR COMPOSITE COLUMNS
Authors: AZIZINAMINI A SHEKAR Y SAADEGHVAZIRI MA
Citation: A. Azizinamini et al., DESIGN OF THROUGH BEAM CONNECTION DETAIL FOR CIRCULAR COMPOSITE COLUMNS, Engineering structures, 17(3), 1995, pp. 209-213
INFLUENCE OF CROSS FRAMES ON LOAD RESISTING CAPACITY OF STEEL GIRDER BRIDGES
Authors: AZIZINAMINI A KATHOL S BEACHAM MW
Citation: A. Azizinamini et al., INFLUENCE OF CROSS FRAMES ON LOAD RESISTING CAPACITY OF STEEL GIRDER BRIDGES, Engineering journal, 32(3), 1995, pp. 107-116
BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE - CLOSURE
Authors: AZIZINAMINI A STARK M ROLLER JJ GHOSH SK
Citation: A. Azizinamini et al., BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE - CLOSURE, ACI structural journal, 91(4), 1994, pp. 500-501
SEISMIC BEHAVIOR OF SQUARE HIGH-STRENGTH CONCRETE COLUMNS
Authors: AZIZINAMINI A KUSKA SSB BRUNGARDT P HATFIELD E
Citation: A. Azizinamini et al., SEISMIC BEHAVIOR OF SQUARE HIGH-STRENGTH CONCRETE COLUMNS, ACI structural journal, 91(3), 1994, pp. 336-345
OLD CONCRETE SLAB BRIDGES .1. EXPERIMENTAL INVESTIGATION
Authors: AZIZINAMINI A BOOTHBY TE SHEKAR Y BARNHILL G
Citation: A. Azizinamini et al., OLD CONCRETE SLAB BRIDGES .1. EXPERIMENTAL INVESTIGATION, Journal of structural engineering, 120(11), 1994, pp. 3284-3304
OLD CONCRETE SLAB BRIDGES .2. ANALYSIS
Authors: AZIZINAMINI A SHEKAR Y BOOTHBY TE BARNHILL G
Citation: A. Azizinamini et al., OLD CONCRETE SLAB BRIDGES .2. ANALYSIS, Journal of structural engineering, 120(11), 1994, pp. 3305-3319
BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE
Authors: AZIZINAMINI A STARK M ROLLER JJ GHOSH SK
Citation: A. Azizinamini et al., BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE, ACI structural journal, 90(5), 1993, pp. 554-561
A TENTATIVE DESIGN GUIDELINE FOR A NEW STEEL BEAM CONNECTION DETAIL TO COMPOSITE TUBE COLUMNS
Authors: AZIZINAMINI A PRAKASH B
Citation: A. Azizinamini et B. Prakash, A TENTATIVE DESIGN GUIDELINE FOR A NEW STEEL BEAM CONNECTION DETAIL TO COMPOSITE TUBE COLUMNS, Engineering journal, 30(3), 1993, pp. 108-115
Risultati: 1-13 |