Analysis of Composite Beam-Columns under Lateral Cyclic Loading

Inelastic response of composite steel and concrete base column connections

“…Composite steel and concrete structural systems possess adequate seismic performance because of their stiffness, strength and ductility, and have been found to be costeffective especially for multi-storey buildings under horizontal loads ( [21,1,18] among many others). Composite systems for buildings often include steel moment resisting frames, consisting of steel beams (acting compositely with a metal deck reinforced slab or solid concrete slab through shear studs) and encased composite columns, or braced frame with steel-concrete composite columns [6].…”

Tensile and Buckling Analysis of the Polymer Composite Beam Reinforced by Natural Jute Fiber

“…Tai-Kuang Lee [4] proposes reliable and computationally efficient beam -column finite element model for the analysis of the composite under unaxial bending and axial force .and make comparison between the modal and empirical data. F.Alami [5] buckling loads for different kinds of structures under various loading and boundary conditions, are often expressed using approximate simply formula.…”

Influence of Concrete and Fibre Concrete on the Load‐carrying Capacity and Deformability of Composite Steel‐concrete Columns

“…In the Pacific regions of Taiwan and Japan, the composite frame system, beam-columns is commonly adopted as the seismic-force-resisting system in building construction. The behaviour of this system by analytical models is presented in [7].…”