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AbstractHollow concrete columns (HCCs) are an effective structural system for piles, electric poles, and bridge piers due to their low self-weight in conjunction with the high strength offered and reduced…
AbstractResults are presented from a comprehensive experimental study to assess the occurrence of heat-induced longitudinal splitting cracks in concrete specimens reinforced with carbon fiber–reinforced polymer (CFRP) or steel when exposed…
AbstractFabric–reinforced cementitious matrix (FRCM) composites have emerged as a viable solution for the external confinement of deficient masonry members. They represent an appealing alternative to fiber–reinforced polymer (FRP) systems since…
AbstractA new analysis approach is devised herein to predict the response of reinforced concrete deep beams strengthened in flexure, shear or shear-flexure with fiber-reinforced polymer (FRP). The analysis approach recognizes…
AbstractMasonry panels consisting of piers and spandrels in buildings are vulnerable to in-plane actions caused by seismicity and soil subsidence. Tectonic seismicity is a safety hazard for masonry structures, whereas…