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A new type of strengthening technique for existing reinforced concrete (RC) shear walls was proposed using steel wire mesh (SWM) and polymer mortar. The experimental campaign consists of testing one conventional RC shear wall specimen and four specimens strengthened using different configurations of steel wire mesh ratios and wrapping methods under cyclic lateral loading. The experimental results showed that the application of steel wire meshes and polymer mortar not only delayed the sheardoi:10.3390/buildings12020219 fatcat:jwuicrovovf75iqw4s3ctitxmq