| A STUDY OF GROUTING MATERIAL BLEEDING
PROPERTIES FOR PRESTRESSED CONCRETE
KYUNG-TAEK KOH, GUM-SUNG RYU, and GI-HONG AHN |
| IMPACTS OF PRE-STRESS LOSS ON THE LONG-TERM DEFLECTION FOR LONG-SPAN PC
CONTINUOUS GIRDER BRIDGE
JIANQING BU and JINCAN CUI |
| STATE OF THE ART IN REPAIR AND
STRENGTHENING METHODS OF
DETERIORATED CONCRETE BRIDGE
STRUCTURES
IRFAN PRASETIA and KAZUYUKI TORII |
| AN EXAMINATION OF HYBRID STRUCTURES
RENOVATED FROM OLD RAILWAY STEEL
BRIDGES
NOZOMU TANIGUCHI, FUJIKAZU OHKUBO, SHINYA SATAKE,
and YUSUKE SUGINO |
| A PRECAST REINFORCED CONCRETE SYSTEM
WITH CONTROLLED DYNAMIC PROPERTIES
JIRI WITZANY, TOMAS CEJKA, and RADEK ZIGLER |
| INFLUENCE OF FLANGE WIDTH ON THE
SHEAR-LAG EFFECT FOR PC SKE
BOX-SECTION GIRDER BRIDGES
JIAN-QING BU and JIN YANG |
| EXPERIMENTAL EVALUATION OF FLEXURAL
CAPACITY OF FULL SCALE PRECAST
CONCRETE SHEETPILE
GEEM ENG TAN, TAI BOON ONG, KOK KEONG CHOONG,
and CHONG YONG ONG |
| USE OF FERROCEMENT PANEL AS REINFORCED
CONCRETE SLABS WITH LIGHTWEIGHT
BLOCKS INFILL
NADIM ABUSHAWASHI and VANISSORN VIMONSATIT |
| MODELING FREEZE AND THAW DAMAGE IN
CONCRETE DECKS USING DAMAGE MECHANICS
ASHKAN SABOORI, SIAMAK YAZDANI, ANDREW REBERG,
MIJIA YANG, DENVER TOLLIVER, and
SARA MAMANI
|
