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A Simple Solution for Estimating the Smear Effect Permeability Ratio using Finite Element Method

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Biaxial loading capacity of H-type reinforced concrete electric poles

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Numerical Study of Concentric Brace Equipped with the Eccentric Elements for Strengthening Buildings

Pages 92-105

10.22075/jrce.2023.29493.1786

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Numerical study of the effect of transverse reinforcement on compressive strength and load-bearing capacity of elliptical CFDST columns

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Structural Damage Identification through an Optimal Sensor Placement Approach and the Modal Strain Energy Based Index

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