Abstract: Abstract To optimize the arrangement of stiffeners and studs in a steel shell–concrete composite pylon (SSCCP), three types of steel shell stability specimens are designed in this study. The critical buckling strain and ...

Abstract: Abstract Excessive steel content or concrete strength in the steel shell–concrete composite pylon (SSCCP) section can lead to unnecessary economic losses. To optimize the design of the SSCCP section, hysteretic tests were ...