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Titlebook: CIGOS 2019, Innovation for Sustainable Infrastructure; Proceedings of the 5 Cuong Ha-Minh,Dong Van Dao,Anh Minh Tang Conference proceedings

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Mayur T. Kalkote,S. Ananiah Duraing the commercial FEA software ABAQUS. A new stress-strain relationship for concrete is established using the experimental data collecting from literature review. Concrete-Damaged Plasticity Model (CDPM) is employed in this study. A new softening regime is proposed for the behavior of confined concr
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https://doi.org/10.1007/978-3-030-32573-2deeply understand the behavior of steel structures in the construction process along with the boundary conditions of structures and especially pre-defects within steel materials. Fracture theory should be applied to analyze the brittle failures in this case which it is totally different from convent
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https://doi.org/10.1007/978-3-030-32573-2onsidered horizontal flexible structure with very low natural frequency. Under the influence of cyclic load in specific conditions, stayed-cable can store the energy and vibrate with large amplitude. This paper focuses on studying the methods of two-friction damper combination for reducing the cable
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https://doi.org/10.1007/978-3-030-32573-2 of highway-railroad grade crossings is being proposed to replace the traditional panel crossings made by reinforced concrete, asphalt concrete and rubber. Numerical simulation was carried out to analyze the structural behavior of the PSCS. The results show that the structural proposal of the PSCS m
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