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Cited article:

Alternative strengthening strategies to improve the seismic resilience of RC frame structures

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RC T-beams with flexural strengthening in the negative moment region under different configurations of NSM CFRP rods

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Enhancing the negative moment flexural capacity of RC T-beams with bonded steel wire ropes—A parametric study

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Effectiveness of UHPC reinforced with steel rebars for flexural strengthening of RC T-beams in an idealized negative moment region

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Parametric Study of the Physical Responses of NSM CFRP-Strengthened RC T-Beams in the Negative Moment Region

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CivilEng 6 (4) 56 (2025)
https://doi.org/10.3390/civileng6040056