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Experimental investigation on flexural and direct shear behaviors of specimens made of lightweight carbon textile‐reinforced cementitious composites.
- Published in:
- Structural Concrete, 2023, v. 24, n. 4, p. 5027, doi. 10.1002/suco.202200509
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- Article
Simplification of KDS 14 Design Method for Slab–Column Connections Subjected to Unbalanced Moment.
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- International Journal of Concrete Structures & Materials, 2024, v. 18, n. 1, p. 1, doi. 10.1186/s40069-024-00713-9
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- Article
Numerical Study of Bearing Strength of Infilled Concrete in Large Diameter CFST Column Reinforced by Shear Stoppers.
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- Designs, 2024, v. 8, n. 1, p. 9, doi. 10.3390/designs8010009
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- Article
Study on Seismic Performance of a Mold Transformer through Shaking Table Tests.
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- Applied Sciences (2076-3417), 2020, v. 10, n. 1, p. 361, doi. 10.3390/app10010361
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- Article
Seismic Vulnerability Assessment of Hybrid Mold Transformer Based on Dynamic Analyses.
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- Applied Sciences (2076-3417), 2019, v. 9, n. 15, p. 3180, doi. 10.3390/app9153180
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- Article
Experimental Study on Structural Performance of RC Exterior Beam-Column Joints Retrofitted by Steel Jacketing and Haunch Element under Cyclic Loading Simulating Earthquake Excitation.
- Published in:
- Advances in Civil Engineering, 2017, p. 1, doi. 10.1155/2017/9263460
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- Article
Mechanical Properties and Modeling of Amorphous Metallic Fiber-Reinforced Concrete in Compression.
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- International Journal of Concrete Structures & Materials, 2016, v. 10, n. 2, p. 221, doi. 10.1007/s40069-016-0144-9
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- Article
Experimental Study on Compressive and Flexural Performance of Lightweight Cement-Based Composites Reinforced with Hybrid Short Fibers.
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- Materials (1996-1944), 2023, v. 16, n. 12, p. 4457, doi. 10.3390/ma16124457
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- Article
Investigation of Reinforced Concrete Inclined Shear Plane Strengthened by U-Wrapped TRM jacket with Different Anchorage Details using Modified Push-off Tests.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2022, v. 47, n. 4, p. 4003, doi. 10.1007/s13369-021-05855-6
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- Article