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RISEfficiency of Externally Bonded L-Shaped FRP Laminates in Strengthening Reinforced-Concrete Interior Beam-Column Joints
Publisher: American Society of Civil Engineers
Abstract: This study investigated the efficiency of externally bonded L-shaped fiber-reinforced polymer (FRP) laminates in strengthening seismically damaged reinforced concrete (RC) interior joints. Ten ½-scale interior beam-column ...
Efficiency of Externally Bonded L-Shaped FRP Laminates in Strengthening Reinforced-Concrete Interior Beam-Column Joints
Publisher: American Society of Civil Engineers
Abstract: This study investigated the efficiency of externally bonded L-shaped fiber-reinforced polymer (FRP) laminates in strengthening seismically damaged reinforced concrete (RC) interior joints. Ten ½-scale interior beam-column ...
Development and Mechanical Performance of Fire-Resistive Engineered Cementitious Composites
Publisher: American Society of Civil Engineers
Abstract: A special material, fire-resistive engineered cementitious composite (FR-ECC), is introduced as a new kind of fire insulation. This paper presents the production process of FR-ECC, including the mix proportions, mixing, ...
Development and Mechanical Performance of Fire-Resistive Engineered Cementitious Composites
Publisher: American Society of Civil Engineers
Abstract: A special material, fire-resistive engineered cementitious composite (FR-ECC), is introduced as a new kind of fire insulation. This paper presents the production process of FR-ECC, including the mix proportions, mixing, ...
Preliminary Study to Enhance Ductility of CFRP-Strengthened RC Beam
Publisher: American Society of Civil Engineers
Abstract: Fiber-reinforced polymer (FRP) strengthening systems are widely accepted in engineering practice as means to enhance the flexural strength of RC members, but resulting in decreased ductility. Brittle failure, i.e., FRP ...
Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete
Publisher: ASCE
Abstract: Timber-framed masonry structures were widely used in eastern Asia as residential buildings. Due to a lack of seismic design, they are vulnerable to major earthquakes. To date, there are limited technologies available for ...
Dynamic Response of Masonry Walls Strengthened with Engineered Cementitious Composites under Simulated Debris Flow
Publisher: ASCE
Abstract: Unreinforced masonry buildings are prone to catastrophic damage when subjected to debris-flow impact. Engineered cementitious composite (ECC) layers were utilized to strengthen unreinforced masonry walls belonging to a 1/2 ...
Dynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites
Publisher: American Society of Civil Engineers
Abstract: Ultrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors ...
Dynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites
Publisher: American Society of Civil Engineers
Abstract: Ultrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors ...