The wnstmction technology of masonry structure reinforced with externally bonded steelwas de- scribed. Based on summarizing the misted research results, the eccentric compressive bearing capacity for- mule of wncrete hollow block walls reinforced by bonding steel plate was proposed. The structural eccentric compressive stress state was analyzed by using ANSYS software, and then the accuracy of the formula was checked. The results put forward to some references in engineering design and constmction.