This paper is supplementary research following the previous experimental and numerical
studies on the progressive collapse behaviors of beam-column substructures with different …

Using FRP material to strengthen concrete beams is one of the best methods to prevent
cracks propagation in the tensile zone. In this article, a concrete beam is modeled using the …

Abnormal loads have the potential to cause localized damage, which can eventually lead to
progressive collapse of reinforced concrete structures. This, in turn, can result in casualties …

To test the compressive behavior of ultra-high-performance fiber-reinforced concrete
UHPFRC columns, numerical and experimental investigations were conducted using …

Abnormal loads can produce localized damage that can eventually cause progressive
collapse of the whole reinforced concrete (RC) structure. This might have devastating …

Unequal-span prestressed concrete (USPC) structures have unequal spans on the left and
right sides and are configured with prestressed steel strands on both spans. However …

The local prestressed concrete (LPC) structure is a structural form that combines the
prestressed concrete (PC) span with the common reinforced concrete (RC) span, with …

The efficiency of combining fine aggregate's (sand) partial replacements with waste crumb
rubber (CR) and steel fiber (SF) has been investigated in this paper. The study aims to …

In this study, the refined finite element (FE) models for the collapse resistance of self-
centering precast concrete (PC) frames with and without infill walls were established. Based …

The susceptibility of concrete beam-column joints in reinforced concrete (RC) frame
structures to progressive collapse can result in severe damage or collapse. High …