Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members by Seok-Joon Jang, Dae-Hyun Kang, Kyung-Lim Ahn, Wan-Shin Park, Sun-Woong Kim, Hyun-Do Yun

“…The effectiveness of 1.50% steel fibre content on the shear behaviour of diagonally reinforced concrete coupling beam without additional transverse reinforcement was investigated to alleviate complex reinforcing details for the full section confinement of diagonal bar groups. …”
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Numerical Simulation of Corroded Reinforced Concrete Beam Strengthened by a Steel Plate with Different Strengthening Schemes by Huang Tang, Jianxin Peng, Linfa Xiao, Xinhua Liu, Jianren Zhang

“…This paper proposes 3D nonlinear finite element (FE) models to predict the response of corroded reinforced concrete (RC) beam strengthened using a steel plate. …”
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A New Formulation on Seismic Risk Assessment for Reinforced Concrete Structures with Both Random and Bounded Uncertainties by Xiao-Xiao Liu, Yuan-Sheng Wang

“…Further, the failure probabilities for different limit states in 50 years can be obtained through coupling the seismic failure probability with the ground motion hazard curve. A six-story reinforced concrete building subjected to ground motions is investigated to the efficiency and accuracy of the proposed method. …”
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Evaluation of the Performance Degradation of Hybrid Steel-Polypropylene Fiber Reinforced Concrete under Freezing-Thawing Conditions by Daming Luo, Yan Wang, Ditao Niu

“…Previous studies on hybrid steel-polypropylene fiber reinforced concrete (HSPFRC) focused primarily on its mechanics instead of its frost resistance. …”
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Study on Cumulative Damage Law of Stainless Steel-Reinforced Concrete Columns under Step Impact Loading by Bo Wu, Shixiang Xu, Guoxue Zhang

“…In this study, an ultrahigh drop hammer impact test system was adopted for multiple horizontal impact tests on stainless steel-reinforced concrete columns and ordinary-reinforced concrete columns with the same longitudinal reinforcement diameter. …”
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Factors Influencing the Elastic Stiffness Factor in Reinforced Concrete Structures of Dual Systems Using Pushover Analysis by Shahram Jkhsi, Saya Abdullah Saber

Subjects: “…Reinforced concrete structure…”
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Application of Reinforced Concrete Support to Deep Foundation Digging for Xixi Powerhouse in Chaozhou Water Supply Project by ZHAO Guo-qing

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Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions by Mikhail V. Berlinov

“…Long-term operation of a reinforced concrete frame on a soil base, taking into account corrosion damage, is evaluated. …”
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Bending performance and design of reinforced concrete ribbed bridge deck slabs retrofitted with steel-plate reinforcement by Jianshuai Liu, Shuai Tian, Tao Li

“…This study aimed to assess the bending performance and design of reinforced concrete ribbed bridge deck slabs with steel-plate reinforcement. …”
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Torsional Modeling of Reinforced Concrete Beam–Column Joint Retrofitted by Aramid Fiber—Experimental and Numerical Analysis by Palaniappan Prasath, Ravindran Gobinath, Jayaprakash Sridhar

“…The performance of structural composites during loading has always been a concern for the designers and construction industry since the reinforced concrete structure was discovered. In this study, lateral load–displacement behavior of beam–column joints wrapped with aramid fiber is evaluated using both experimental and numerical analysis subjected to torsional moment (beam-eccentric loading). …”
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Shear Strength of Internal Reinforced Concrete Beam-Column Joints: Intelligent Modeling Approach and Sensitivity Analysis by De-Cheng Feng, Bo Fu

“…In this paper, an intelligent modeling approach is presented to predict the shear strength of the internal reinforced concrete (RC) beam-column joints and used to analyze the sensitivity of the influence factors on the shear strength. …”
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Investigation on Seismic Performance of Bidirectional Self-Centering Reinforced Concrete Frame Structures by Shaking Table Tests by Zhenying Wang, Chenxi Mao, Lili Xie

“…This paper presents an experimental study on the seismic performance of a bidirectional self-centering reinforced concrete (RC) frame structure. In the structure, the column-base joints, which were installed with external mild steel (MS) dampers, could uplift freely and the beam-column joints could open effectively under earthquake excitations. …”
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Evaluation of Fire Resistance of Glass Fibre Concrete in Terms of Various Parameters by Ali Murthada Ali, Musa Hakan Arslan, Mustafa Altın

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Studi Kinerja Struktur Beton Bertulang Beraturan Yang Didisain Dengan Performance Based Plastic Design by Nidiasari Nidiasari, Jati Sunaryati, Sandy Finanda

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A Study of Impact Response and Its Numerical Study of Hybrid Polypropylene Fiber-Reinforced Concrete with Different Sizes by Ninghui Liang, Ru Yan, Xinrong Liu, Peng Yang, Zuliang Zhong

“…Compressive properties of hybrid polypropylene fiber-reinforced concrete (HPFRC) with different sizes of polypropylene fibers (PPFs) under the impact load (101∼102/s) were tested by using a 74 mm diameter various cross-section split-Hopkinson pressure bar (SHPB), in which the fiber content of fine PPFs was 0.9 kg/m3 and that of coarse PPFs was 6.0 kg/m3. …”
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Assessment of seismic performance of low-rise reinforced concrete frame structures with masonry infill using fragility curves by Septriyeni Afrizal Azia, Tanjung Jafril, Sunaryati Jati

“…The seismic performance of reinforced concrete frame structures with masonry infill is a critical area of study due to the complex interactions between the infill and the structural frame during seismic events. …”
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On the Stability of Eccentrically Compressed Reinforced Concrete Elements with a Small Eccentricity, Taking into Account the Rheological Properties of Concrete by A. G. Tamrazyan

Subjects: “…reinforced concrete…”
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Stiffness of a fire-damaged reinforced concrete column during unloading after high-intensity horizontal impact by A. G. Tamrazyan, V. I. Chernik

Subjects: “…reinforced concrete…”
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A Study on Using Glass Fiber-Reinforced Polymer Composites for Shear and Flexural Enhancement of Reinforced Concrete Beams by Hibretu Kaske Kassa, Getinet Melesse, Gashahun Yabasa

“…According to ASTM standards, at 7, 21, and 28 days after casting, all beams, such as control and fiber-reinforced concrete beams, are tested by third point loading. …”
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