12   Artículos

 
en línea
Weijun Lin, Mengzhen Li, Pu Li, Qianning Li and Wei Chen    
In this paper, the negative Poisson?s ratio and rigidity of a protective structure are improved to allow the structure to exert a negative Poisson?s ratio effect in multiple directions and to enhance the structural load-carrying capacity. Therefore, a 3D... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Rihua Yang, Yiming Yang, Peng Liu and Xinzhong Wang    
To study the effect of the local corrosion of prestressed steel strands on the shear failure mode and shear bearing capacity of concrete beams, unilateral steel strands in four post-tensioning prestressed concrete (PC) beams are corroded, and the shear t... ver más
Revista: Coatings    Formato: Electrónico

 
en línea
Inkyu Rhee    
The shear failure of a reinforced concrete member is a sudden diagonal tension failure; flexible failure is gradual, associated with significant cracks, and leads to extensive sagging. Therefore, reinforced shear rebars are commonly used to ensure that f... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Gayoon Lee, Jun Hyoung Park, Khoa V. A. Pham, Chan Hee Lee and Kihak Lee    
To properly restore masonry cultural heritage sites, the materials used for retrofitting can have a critical effect, and this requires standards for traditional Korean brick and lime mortar to be examined. This study experimentally investigated the mater... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Giovanni Crisci, Francesca Ceroni and Gian Piero Lignola    
Strengthening strategies and structural rehabilitation of existing buildings with innovative materials and techniques are today one of the main activities in the field of structural engineering. Externally bonded Fiber Reinforced Cementitious Matrix (FRC... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Yannian Zhang and Moncef L. Nehdi    
This study investigates the behavior of cast-in-situ masonry cavity walls subjected to in-plane quasi-static loading. Thirteen cast-in-situ masonry cavity walls and one solid wall were tested under combined axial and quasi-static lateral loads. Test para... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
José Chanchí Golondrino, Diego Bonilla Campos, John Gaviria Rojas, John Giraldo López     Pág. Page 145 - 154
This article describes the conception process, research development and implementation process at the laboratory level of a masonry unit with top and bottom semiovoid chock and made using recycled newspaper and paste of yucca starch. The devel ped implem... ver más
Revista: Revista Ingeniería de la Construcción    Formato: Electrónico

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