2186 Flexural Behavior of Two Span Continuous Segmental PC Beams with Exeternal Tendons
スポンサーリンク
概要
- 論文の詳細を見る
Precast segmental concrete bridges with external prestressing have become popular inthe current construction trend due to their advantages such as reduced web thickness and possibility ofrepairs. The use of continuous beams could be a remedy for reducing the number of expansion joints,thus providing a better driving conditions. However, the inherent structural behavior of such beams isnot well understood especially at the ultimate limit state. This paper describes the experimentalinvestigation conducted to examine the flexural behavior of two spans continuous beams with externaland combined prestressing, with unsymmetrical loading.
- 公益社団法人日本コンクリート工学会の論文
- 1996-06-17
著者
-
日紫喜 剛啓
鹿島建設 (株) 技術研究所第一研究部第1研究室
-
睦好 宏史
埼玉大学
-
ARAVINTHAN Thirugnanasuntharan
埼玉大学大学院
-
藤岡 篤史
埼玉大学大学院
-
日紫喜 剛啓
鹿島建設
関連論文
- 329 超高強度繊維補強コンクリートの強度特性と耐久性(コンクリートの耐久性,一般セッション)
- プレストレストコンクリート技術協会「高強度コンクリートを用いたPC構造物の設計施工規準」の概要
- 高強度コンクリートを用いたPC構造物の設計施工規準--高強度コンクリートPC構造物研究委員会報告
- 内外ケーブル比率の変化に伴う外ケーブル方式プレキャストセグメントPC梁の曲げ性状
- 高強度コンクリートの耐久性と構造物の高耐久化
- ACI秋季大会報告とJCI-ACI 50周年記念晩餐会
- 東北地方太平洋沖地震被害調査報告(土木構造物)
- 「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