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Graphical abstract Abstract The shear performance of reinforced concrete beams with rectangle cross-section and two different continuous rectangular spiral shear reinforcement under monotonous loading is numerically evaluated. Further, the behaviour of two continuous shear reinforcement systems named, "Single Square Spring Shear Resistance System" (SSSSRS) and "Double Square Spring Shear Resistance System" (DSSSRS) as transverse reinforcements are compared with conventional discontinuous systemdoi:10.11113/jt.v77.6400 fatcat:vmvv7bpp7vbgrn5aiki3p3pxie