「タイと日本における橋梁の設計、維持管理、補強に関するタイ工学会と土木学会との合同セミナー」がバンコクで開催される
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- 2013-01-15
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- 「タイと日本における橋梁の設計、維持管理、補強に関するタイ工学会と土木学会との合同セミナー」がバンコクで開催される
- 2126 Flexural Analysis of Two-Span Continuous Prestressed Concrete Beam with External Tendons
- 2172 Loss of Tendon's Eccentricity in Externally Prestressed Concrete Beam
- 2127 Moment Redistribution in Prestressed Concrete Continuous Beams with External Tendons
- 3166 RESPONSE BEHAVIOR OF RC BRIDGE PIERS USING PSEUDO-DYNAMIC TEST INCLUDING GROUND
- 1080 Shear Strength Enhancement of Concrete Beams Using Different Methods : Tests and FEM Analysis
- 3137 Analysis of the Flexural Behavior of Externally Prestressed Concrete Beams with Large Eccentricities
- 2130 SECONDARY MOMENT AND MOMENT REDISTRIBUTION IN A TWO-SPAN CONTINUOUS PC BEAM WITH LARGE ECCENTRICITY
- 3113 Flexural Behavior of Externally Prestressed Beams with Large Eccentricities
- 1155 STUDY ON CHLORIDE-INDUCED CORROSION IN POST-TENSIONED CONCRETE BEAMS WITH INSUFFICIENT GROUT CONDITION
- 1170 EXPERIMENTAL INVESTIGATION ON CHLORIDE-INDUCED CORROSION IN POST-TENSIONED CONCRETE BEAMS
- 2186 Flexural Behavior of Two Span Continuous Segmental PC Beams with Exeternal Tendons
- 3258 Shear Adhesion Behavior of Concrete-epoxy-steel and Concrete-epoxy-CFRP Interfaces
- 1163 Nonlinear FEM Model and Design Formula for Externally Bonded Steel Plates for Shear Enhancement of RC Beams
- 2138 EVALUATION OF SHEAR CRACK WIDTH IN PARTIALLY PRESTRESSED CONCRETE MEMBERS
- 1140 EXPERIMENTS ON THE BEHAVIOR OF POST-TENSIONED CONCRETE BEAMS DETERIORATED BY CORROSION
- 2202 Prediction of the Ultimate Flexural Strength of Externally Prestressed PC Beams
- 2137 EXPERIMENTAL STUDY ON SHEAR CRACKING BEHAVIOR IN I-SHAPED PARTIALLY PRESTRESSED CONCRETE BEAMS
- 2175 ANALYTICAL STUDY ON SEISMIC BEHAVIOR OF FULL-SCALE CONCRETE PILES IN COHESIVE SOIL
- 3161 Experimental Investigation on the Flexural Behavior of Two Span Continuous Beams with Large Eccentricities
- 1164 Experimental and FEM Study for Shear Strengthening of Reinforced Concrete Beams using Different Techniques
- 2134 ENHANCING SHEAR CAPACITY BY CONTROLLING BOND OF REINFORCEMENT
- 3149 A Restoring Force Model for Partially Prestressed Concrete Piers
- 1078 External Shear Reinforcement for Reinforced Concrete Beams by Horizontal Steel Plate Bonding
- 2068 Dynamic Response Behavior of Prestressed Concrete Viaduct under Severe Earthquake
- 2199 SHEAR STRENGTHENING OF RC BRIDGE PIERS BY STEEL JACKETING WITH EXPANSIVE CEMENT MORTAR AS ADHESIVE
- 3142 ANALYTICAL STUDY ON INFLUENCE OF PILE MODELING ON THE RESPONSE BEHAVIOR OF CONCRETE STRUCTURES
- 2257 SHEAR UPGRADING OF REINFORCED CONCRETE BEAMS WITH EXTERNALLY BONDED COMPOSITE SHEETS
- 2203 NUMERICAL STUDY ON SEISMIC BEHAVIOR OF RC BRIDGE PIERS WITH BOND CONTROLLED REINFORCEMENT
- 3287 DETERMINATION OF QUALITY DETERIORATION -A CASE STUDY FOR CONCRETE HIGHWAY BRIDGES IN VIETNA
- 2122 CONTROL OF DIAGONAL CRACKING IN PARTIALLY PRESTRESSED CONCRETE BEAMS
- 3168 Dynamic Response Behavior of Prestressed Concrete Piers under Severe Earthquake
- 2216 Steel-Concrete Sandwich Members without Shear Rein-forcement
- 2177 Mechanical Properties of Steel-Concrete Composite Member
- 2145 ANALYSIS OF SHEAR CRACKING BEHAVIOR IN PARTIALLY PRESTRESSED CONCRETE BEAMS
- 3112 Effect of Tendon Configuration on Shear Strength of Externally PC Beams with Large Eccentricity
- 3138 SHEAR CRACKING BEHAVIOR OF ULTRA-HIGH-STRENGTH PRESTRESSED REINFORCED CONCRETE BEAMS
- 3114 SHEAR CRACKING BEHAVIOR OF HIGH-STRENGTH PRESTRESSED REINFORCED CONCRETE BEAMSSudhira DE SILVAF
- 3177 Effect of Bond on Shear Behavior of RC and PC Beams: Experiments and FEM Analysis
- 1050 INVESTIGATION OF BOND AND FLEXURAL BEHAVIOR OF FRP REINFORCED CONCRETE UNDER HIGH TEMPERATURE
- 2154 LATERAL LOADING TESTS OF FULL-SCALED CONCRETE PILES EMBEDDED INTO THE GROUND
- 3291 EXISTING CONCRETE BRIDGES IN VIETNAM : AN ANALYSIS OF DETERIORATION MODES AND THEIR MAIN CAUSES
- 2191 CYCLIC TESTING OF REINFORCED CONCRETE COLUMNS WITH UNBONDED REINFORCEMENT