Abstract Steel–Concrete Composite (SCC) structural systems are increasingly used in the
construction industry and becoming the subject of intensive research by the world's leading …

This paper presents an efficient computer method for nonlinear inelastic analysis of three-
dimensional composite steel–concrete frameworks. The proposed formulation is intended to …

The study in this paper compares three different beam models and relevant finite elements
for the nonlinear analysis of composite members with partial interaction. These models are …

This paper addresses the behaviour of composite beam-column connections that consist of
concrete-filled steel tubes (CFTs), beams, bolts, endplates, and slabs. The composite …

A fiber beam-column model considering the slab spatial composite effect for nonlinear
analysis of composite frame systems is proposed and implemented in a general commercial …

This paper examines the influence of framing action and slab continuity on the hysteretic
behavior of composite steel moment-resisting frames (MRFs) by means of high-fidelity …

Steel frames are used in many commercial high-rise buildings, as well as industrial
structures, such as ore mines and oilrigs. Enabling construction of ever lighter and safer …

This paper examines the seismic performance of composite steel–concrete moment-
resisting frames. A number of studies are carried out in order to assess the influence of key …

Frame finite-element models permit obtaining, at moderate computational cost, significant
information on the dynamic response behavior of steel–concrete composite (SCC) frame …

The uplift-restricted and slip-permitted screw-type (URSP-S) connector is proved be very
useful to improve the crack resistance of the concrete decks in the negative bending moment …