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Prem Kumar George, Thirumurugan Varatharajan, Satyanarayanan Kachabeswara Srinivasan, Ibrahim Y. Hakeem and Yasin Onuralp Özkiliç
Reinforced concrete infilled frames have been studied over the years along with the infilled openings. To resist the lateral loads that are applied on the frames, stress is transferred from the reinforced concrete (RC) to infill, which leads to brittle c...
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Idris Bedirhanoglu
One of the reasons that cause the collapse of buildings is deficient short columns, which need to be retrofitted to prevent the collapse of the building in a potential earthquake. External reinforced concrete (RC), steel plates, and fiber-reinforced poly...
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Adrian Jedrzejczyk, Aleksander Byrdy, Karol Firek and Janusz Rusek
This article presents the results of the analysis of the extent of damage to 138 multi-storey buildings with reinforced concrete prefabricated structure, which are located in the mining terrain of the Legnica-Glogów Copper District. These objects are res...
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Sukpyo Kang, Charles Chai and Seonguk Hong
The purpose of this study is to enable emergency recovery of damage caused by earthquakes in structures and prevent secondary damage by controlling progressive collapse. Although there have been many previous studies using reinforcing bars and meshes, th...
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Insub Choi, Dongwon Kim and Junhee Kim
Under high gravity loads, steel double-beam floor systems need to be reinforced by beam-end concrete panels to reduce the material quantity since rotational constraints from the concrete panel can decrease the moment demand by inducing a negative moment ...
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Sanghee Kim and Thomas H.-K. Kang
Predicting the damage to a concrete panel under impact loading is difficult due to the complexity of the impact mechanism of concrete. Based on the experimental results obtained by various researchers, the energies involved in the impact mechanism are cl...
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Estéfana Castañeda Vergara, Benito Lauret Aguirregabiria, Juan Miguel Lirola Pérez, Graciela Ovando Vacarezza
Pág. 479 - 488
DOI: 10.7764/RDLC.16.3.479AbstractThis paper focuses on the manufacture of architectural free-form GRC panels with 3D printed internal grid. Since double-curvature formworks and molds could account for up to 40 to 80% of the production cost of the pieces...
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Takim Andriono,Gideon Hadi Kusuma
Pág. pp. 1 - 8
In order to anticipate the impact of face loading due to severe earthquakes on infilled wall panels of a frame structure, the maximum area or span of these panels needs to be restricted as recommended in the Design Manual for Ordinary Reinforced Concrete...
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