Wind turbine tower with reinforcing elements comprising: - at least a first section comprising at least two segments defining at least two vertical joints disposed between the at least two segments, - at least two reinforcing elements placed in each vertical joint, - at least an upper region disposed above at least a lower region, the wind turbine tower characterized in that the reinforcing elements are configured to provide a first shear strength in the at least upper region and a second shear strength in the at least lower region, the first shear strength and the second shear strength having different values and wherein a relationship between the upper region and the lower region is selected from at least one attribute in the group consisting of: - a number of the reinforcing elements per meter in the at least upper region is higher than a number of the reinforcing elements per meter in the at least lower region; - at least two of the reinforcing elements are in the upper region and at least two of the reinforcing elements are in the lower region and a first distance along a height of the tower between the reinforcing elements of the upper region is smaller than a second distance between the reinforcing elements of the lower region; - at least two of the reinforcing elements are in the upper region and at least two of the reinforcing elements are in the lower region and a first distance along the height of the tower between the reinforcing elements of the upper region is greater than a second distance between the reinforcing elements of the lower region; - a cross-section of the reinforcing elements of the upper region is bigger than the cross-section of the reinforcing elements of the lower region. - at least a first section comprising at least two segments defining at least two vertical joints disposed between the at least two segments, - at least two reinforcing elements placed in each vertical joint, - at least an upper region disposed above at least a lower region, the wind turbine tower characterized in that the reinforcing elements are configured to provide a first shear strength in the at least upper region and a second shear strength in the at least lower region, the first shear strength and the second shear strength having different values and wherein a relationship between the upper region and the lower region is selected from at least one attribute in the group consisting of: - a number of the reinforcing elements per meter in the at least upper region is higher than a number of the reinforcing elements per meter in the at least lower region; - at least two of the reinforcing elements are in the upper region and at least two of the reinforcing elements are in the lower region and a first distance along a height of the tower between the reinforcing elements of the upper region is smaller than a second distance between the reinforcing elements of the lower region; - at least two of the reinforcing elements are in the upper region and at least two of the reinforcing elements are in the lower region and a first distance along the height of the tower between the reinforcing elements of the upper region is greater than a second distance between the reinforcing elements of the lower region; - a number of the reinforcing elements per meter in the at least upper region is higher than a number of the reinforcing elements per meter in the at least lower region; - at least two of the reinforcing elements are in the upper region and at least two of the reinforcing elements are in the lower region and a first distance along a height of the tower between the reinforcing elements of the upper region is smaller than a second distance between the reinforcing elements of the lower region; - at least two of the reinforcing elements are in the upper region and at least two of the reinforcing elements are in the lower region and a first distance along the height of the tower between the reinforcing elements of the upper region is greater than a second distance between the reinforcing elements of the lower region; - a cross-section of the reinforcing elements of the upper region is bigger than the cross-section of the reinforcing elements of the lower region.