RETROFITTING OF MASONRY WALLS

[این مقاله کپی شده و ارائه کنندگان آن بدون رعایت حقوق معنوی آن را در کنفرانس ارائه نموده اند بدین جهت سیویلیکا اصل این مقاله را ارائه نمی کند] Existing masonry buildings around the world, many of which are of historical and architectural value, may not have adequate resistance against seismic and wind loads. In the following sections some studies on masonry walls retrofitted with conventional methods and with FRP composites are briefly described.