Abstract: This paper is the second part of a two-part report describing the behavior of headed stud–SFRCC (steel-fiber-reinforced cementitious composite) shear connection. The first paper presented an experimental study of headed ...

Abstract: The performance of a single-headed stud and group of studs embedded in steel-fiber-reinforced cementitious composites (SFRCC) were investigated by conducting push-out tests. A total of 16 specimens were tested with various ...

Abstract: The performance of a single-headed stud and group of studs embedded in steel-fiber-reinforced cementitious composites (SFRCC) were investigated by conducting push-out tests. A total of 16 specimens were tested with various ...

Abstract: This paper is the second part of a two-part report describing the behavior of headed stud–SFRCC (steel-fiber-reinforced cementitious composite) shear connection. The first paper presented an experimental study of headed ...

Abstract: Concrete-filled steel tube (CFT) columns offer significant advantages over columns made of either steel or concrete alone, such as large energy dissipation and increased strength and stiffness. To further improve the seismic ...

Abstract: Concrete-filled steel tubular (CFT) columns have been used increasingly in building structures because of their construction efficiency and provision of high stiffness and strength. A relatively new configuration design ...

Abstract: Steel concentrically braced frames inherently provide great strength and stiffness, and are widely used for seismic resisting systems in buildings. These include conventional buckling braced frames and buckling restrained ...