| BRITTLE/DUCTILE ASSESSMENT OF HYBRID REINFORCED CONCRETE BEAMS CONTAINING STEEL REBAR AND FIBERS
ALESSANDRO P. FANTILLI, ANDREA GORINO, and BERNARDINO CHIAIA |
| MEASURING CRACK WIDTH IN RC AND R/FRC TIES THROUGHT LASER SCANNER
NICOLA CRITELLI, ALESSANDRO CESETTI, ALESSANDRO P. FANTILLI, and FRANCESCO TONDOLO |
| NUMERICAL ANALYSIS OF CONCRETE BEAM REINFORCED WITH GLASS FIBER REINFORCED POLYMER BARS
OSAMA A. MOHAMED and RANIA KHATTAB |
| REINFORCED CONCRETE CRACK MODEL BASED ON STIFFNESS ANALYSIS OF TENSION MEMBERS
ANGUS MURRAY, RAYMOND IAN GILBERT, and ARNAUD CASTEL |
| SERVICEABILITY OF LOW CREEP FLY ASH GEOPOLYMER CONCRETE BEAMS
ARNAUD CASTEL, STEPHEN FOSTER, and RAYMOND IAN GILBERT |
| ULTIMATE STRENGTH OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS
MASAYUKI HARAGUCHI, MASAE KIDO, and KEIGO TSUDA |
| FRCM SHEAR STRENGTHENING FOR CONCRETE BEAMS
ADEL YOUNIS, USAMA EBEAD, and KSHITIJ C. SHRESTHA |
| UTILIZATION OF STEEL FIBERS IN DIAGONALLY REINFORCED CONCRETE COUPLING BEAMS AS ADDITIONAL TRANSVERSE REINFORCEMENTS
HYUN-DO YUN, SEOK-JOON JANG, SUN-WOO KIM, and WAN-SHIN PARK |
| DUCTILITY ENHANCEMENT OF RC BEAMS STRENGTHENED WITH STRAIN HARDENING CEMENTITIOUS COMPOSITES
ABD EL-HAKIM KHALIL, EMAD ETMAN, AHMED ATTA, and MOHAMED ESSAM |
| STRENGTHENING OF RC BEAMS SUBJECTED TO CYCLIC LOAD USING ULTRA HIGH-PERFORMANCE STRAIN HARDENING CEMENTITIOUS COMPOSITES
ABD EL-HAKIM KHALIL, EMAD ETMAN, AHMED ATTA, and MOHAMED ESSAM |
