Abstract: This paper investigates the development of compressive strength (fc′), flexural strength (fr), and static elastic modulus (Ec) in relation to the dynamic modulus (Ed) for portland concrete cement (PCC) pavement and patch ...

Abstract: This paper presents research on the behavior of a type of building popular in high seismic zones with a lateral-load-resisting system consisting of masonry-infilled reinforced concrete (RC) frames. Older buildings of this ...

Abstract: Two voided slab bridge models, one straight and the other curved in plan, were tested to failure under simulated American Assoc. of State Highway and Transportation Officials (AASHTO) truck loading. Each model was quarterscale, ...

Abstract: This paper presents results from an experimental study to determine the static response of fiberglass pretensioned beams. Three sets of underreinforced pretensioned beams 8‐ft span with cross sections of

Abstract: Two quarter‐scale, continuous, longitudinally and transversely posttensioned, two‐lane, voided‐slab‐bridge models—one straight and the other curved in plan—were tested to determine the service‐load response under symmetric ...

Abstract: Six pretensioned concrete columns, either with fiberglass or steel tendons,