Structural Health Monitoring of a Reinforced Concrete Building during the Severe Typhoon Vicente in 2012 by Sin-Chi Kuok, Ka-Veng Yuen

“…The goal of this study is to investigate the structural performance of reinforced concrete building under the influence of severe typhoon. …”
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Behavior of Low Grade Steel Fiber Reinforced Concrete Made with Fresh and Recycled Brick Aggregates by Md. Shariful Islam, Mohammad Al Amin Siddique

“…On the other hand, strain of concrete at failure of steel fiber reinforced concrete has increased almost twice compared to the control case. …”
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Using Two-Way Prestressed Semicircular Steel Plate for Construction of Reinforced Concrete Cylinder Column by Zhenhua Ren, Xiantao Zeng, Junbo Sun

“…The result indicated that a unified strength theory was applicable to the theoretical calculation for short concrete column reinforced with a prestressed semicircular steel plate under axial compression, providing the foundation for analytical computation of prestressed semicircular steel plate-reinforced concrete column structures.…”
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Study on Mechanical Properties and Optimum Fiber Content for Basalt/Polyacrylonitrile Hybrid Fiber Reinforced Concrete by Zhenhai Zeng, Chuanxi Li, Zhuoyi Chen, Lu Ke

“…In order to obtain the design method of hybrid fiber reinforced concrete with better mechanical properties, the hybrid effect of fiber and the optimal fiber dosage are studied. …”
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Qualitative Seismic Evaluation of the Existing UR Masonry Shear Walls – Reinforced Concrete Frames System by Mihai Petru, Sococol Ion

“…The dual system buildings consisting of Unreinforced Masonry (URM) Shear Walls and Reinforced Concrete (RC) Frames are part of the existing buildings patrimony in Romania. …”
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Experimental and analytical study of the residual performance of reinforced concrete deep beams with circular web openings by Mohammad Shabanlou, Zeinab Meghdadi, Seyed Hamidreza Ghaffar

“…The occurrence of fire in high-rise concrete buildings threatens the stability and serviceability of the structures. Reinforced concrete deep beams with web openings are of great importance in tall buildings that serve as a transfer girder. …”
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Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides by P. Konecny, P. Lehner

“…The paper is aimed at the indicative evaluation of the effect of random scatter of input parameters in case of durability of reinforced concrete bridge deck. The time to onset of corrosion of steel reinforcement of concrete bridge deck exposed to chloride is evaluated. …”
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Numerical analysis of reinforced concrete circular columns strengthening with CFRP under concentric and eccentric loadings by Ibrahim S. I. Harba, Abdulkhalik J. Abdulridha, Ahmed A. M. AL-Shaar

“…The purpose of this study is to explore the numerical behavior of circular Reinforced Concrete (RC) short columns with different degrees of confinement with Carbon Fiber Reinforced Polymer (CFRP) (0%, 25%, 50%, and 100%) wraps under concentric and eccentric loading. …”
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3-D Non-linear Mathematical Analysis of Reinforced Concrete Bifurcated Pipe with Steel Liner by WU He-gao, SU Kai, WANG Yan-qing

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Seismic Risk Evaluation of Existing Reinforced Concrete Buildings: A Case Study for Çanakkale-Türkiye by Selen Aktan, Muhammed Benek

“…For this purpose, 585 reinforced concrete buildings were examined with this method, and the earthquake performance scores of these buildings were determined. …”
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Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes by Chunyang Liu, Guixin Yu, Xisen Fan, Changqun Guo, Fei Li

“…This study evaluates the seismic behavior of reinforced concrete (RC) short columns with a high axial compression ratio under oblique earthquake conditions. …”
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Experimental and Numerical Study on the Influence of Corrosion Rate and Shear Span Ratio on Reinforced Concrete Beam by Xiao Guo, Hongwei Wang, Kaizhong Xie, Tuo Shi, Dan Yu

“…In order to study the influence of corrosion rate and shear span ratio on reinforced concrete beam, a numerical analysis method of corroded reinforced concrete beam was put forward. …”
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Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types by Salem Merabti, Salah Bezari

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Experimental Study on RC Deep Beams with Non-Prestressed Tendons as Main Reinforcement by Seyed Mohammad Reza Mortazavi, Milad Shakiba

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Reliability assessment of the behavior of reinforced and/or prestressed concrete beams sections in shear failure by Karim Benyahi, Mohand Said Kachi, Youcef Bouafia, Salma Barboura, Jia Li

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A non-linear procedure for the numerical analysis of crack development in beams failing in shear by P. Bernardi, R. Cerioni, E. Michelini, A. Sirico

Subjects: “…Reinforced concrete…”
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Flexural behavior of high-strength reinforced concrete beam with hybrid fiber under normal and high temperature by Ahmed Ashteyat, Ala Obaidat, Tarik Kharabsheh, Ahmed Harahsheh

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Experimental and Analytical Study on the Longitudinal Shear Bond Behaviour of Basalt Textile-Reinforced Concrete Composite Slab by Aniket Shirgaonkar, Yogesh Patil

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Estimation of Concrete Carbonation Depth Considering Multiple Influencing Factors on the Deterioration of Durability for Reinforced Concrete Structures by Hae-Chang Cho, Hyunjin Ju, Jae-Yuel Oh, Kyung Jin Lee, Kyung Won Hahm, Kang Su Kim

“…Accordingly, this study proposed an Adaptive Neurofuzzy Inference System (ANFIS) algorithm that can estimate the carbonation depth of a reinforced concrete member, in which combined deterioration has been reflected based on the data obtained from field inspections of 9 buildings. …”
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Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach by Mangeshkumar R. Shendkar, Denise-Penelope N. Kontoni, Sasankasekhar Mandal, Pabitra Ranjan Maiti, Omid Tavasoli

“…The seismic evaluation and retrofit of reinforced concrete (RC) structures considering masonry infills is the correct methodology because the infill walls are an essential part of RC structures and increase the stiffness and strength of structures in seismically active areas. …”
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