Snijder H H; Hoenderkamp J C D.Influence of end plate splices on the load carrying capacity of columns.Journal of Constructional Steel Research.2008.845-853H.H. Snijder,J.C.D. Hoenderkamp.Influence of end plate splices on the load carrying capacity of columns[J]. Journal of Constructional...
Experimental research on seismic behavior of +-shaped columns reinforced with high-strength steel bars under cyclic loading Fibre-Reinforced Polymer (FRP) for shear reinforcement in concrete structures, PhD Thesis, University of Manitoba, Winnipeg, MB, Canada. Spacone, E., ... TC Wang,X Liu,HL...
Seismic demand on brace-intersected beams in two-story X-braced frames Eng. Struct. (2014) J.Shenet al. Mechanisms in two-story X-braced frames J. Constr. Steel Res. (2015 Mar 1) S.Momenzadehet al. Seismic demand on columns in special concentrically braced frames ...
response characteristics of the columns (lateral load capacity, lateral load degradation, ductility, cyclic stiffness characteristics, and pinching properties) but also their local response and deformation characteristics (rotations, steel strains, concrete strain profiles, neutral axis position, and bond ...
Two columns were tested as reference specimens, five were tested after retrofitting using carbon fiber-reinforced polymer (CFRP), and one was tested after retrofitting using a conventional steel jacket. All the specimens were tested under constant gravity load and incrementally increasing lateral loading...
For this project, Dextra provided格鲁特克S32mm couplers and巴特克standard and weldable couplers (diameter 16-32mm), supporting the reinforcement of precast columns. The structural system combined Groutec and Peikko’s Column Shoe, a hybrid approach that enhances construction efficiency, structural integri...
Influence of end plate splices on the load carrying capacity of columns A column splice is part of the column and therefore must be designed for second order bending moments and shear forces in addition to the axial force. In t... HH Snijder,JCD Hoenderkamp - 《Journal of Constructional S...
Axial compression mesoscale modelling of RC columns after reinforcement-electrochemical chloride extraction 2021, Structures Show abstract Pullout behavior of lap splice connections between double-steel-plate composite walls and RC raft foundation in nuclear engineering 2021, Engineering Structures Citation Excer...
The steel-concrete bond sufficiency was assessed in light of standardized bond quality. The outcomes demonstrated that the security quality was decreased because of Portland bond supplanting with dolomite powder. The expansion of either silica rage or fly fiery remains decidedly impeded further ...
Of all the parameters that influence the strength and the energy dissipation ability of lap splices, the amount and distribution of confining steel is probably the most important one, particularly in the case of structures required to withstand earthquake induced forces. By controlling the formation ...