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주대봉 ( Joo Dae-bong ),고영권 ( Ko Young-kwon ),양근혁 ( Yang Keun-hyeok ),변항룡 ( Byeon Hang-ryong ) 한국구조물진단유지관리공학회 2010 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.14 No.1
The flexural behavior of masonry wall strengthened with prestressed wire-ropes was examined and compared with that of unstrengthened masonry wall. Test results showed that the ultimate strength and energy dissipation capacity of strengthened masonry wall were higher than those measured from unstrengthened masonry wall by 208% and 207%, respectively. In addition, the unstrengthened masonry wall failed in the rocking while the strengthened masonry wall showed rocking and diagonal tensile failure modes, indicating that the developed strengthened procedure has a significant influence on the failure mode of masonry wall.