Reinforced concrete structures and structural members used in strategic infrastructures such
as highway bridges, high-rise buildings, etc. are inherently subjected to lateral impact loads …

Concrete filled stainless steel tubular (CFSST) columns have attracted increasing research
interests in the last decade. This paper briefly introduces the material properties of stainless …

There is a wide variety of stainless steel alloys, but all are characterized by a rounded stress–
strain response with no sharply defined yield point. This behaviour can be represented …

Damage evaluation and performance enhancement of the structures due to ever-rising
malicious sporadic explosions, accidental detonations, vehicular collisions, aircraft crashing …

This paper presents a set of new test data for high strength concrete filled steel tubular
(CFST) members subjected to transverse impact. A total of 12 circular CFST specimens and …

In this paper, a hollow steel tube (HST) shear connector is proposed for use in a slim-floor
system. The HST welded to a perforated steel beam web and embedded in concrete slab. A …

Repeated non-destructive impacts may cause accumulated damages which would
consequently lead to the total failure of structures. In this case, the deformation performance …

High strength materials and dynamic loadings are two important research topics for building
structures. In this study, high-strength concrete filled square steel tube columns (HSCFST) …

Traditional member-based two-step design approaches included in current structural codes
for steel structures, as well as more recent system-based direct-design alternatives, require …

This paper presents an experimental and numerical study on the impact performance of
circular concrete-filled double skin steel tubular (CFDST) members with external stainless …