The ends of reinforced concrete beam in seismic frame are critical positions that ensure ductility and plastic energy dissipation capability of the structure.
Reinforced concrete slabs alone, or combined with reinforced concrete beams, as shown in Fig.6, and Combined reinforced concrete and hollow pot construction as in Fig.7.
Calculation of shear capacity of high strength reinforced concrete beams bonded with CFRP
Deflection calculation of reinforced concrete beam strengthened with steel wire mesh and polymer mortar
Based on this research and using the ultimate equilibrium theory, the calculation model of shear bearing capacity of corroded simply supported reinforced concrete beam is established.
Calculation of the shear capacity of reinforced concrete beams under biaxial bending
The influence of precrack depth on the loading capacity of a FRP reinforced concrete beam
Fatigue behavior of reinforced concrete beams strengthened wit hprestressed carbon fiber reinforced polymer plates
Study on the inner concrete iron corrosion degree detection of reinforced concrete beam
Calculation method of crack width in reinforced concrete beams with skin reinforcement
Relatively comprehensive test study on the strength capacity of the reinforced concrete beam under bending moment, shear force and axial tensile force was carried out.
A computer program to calculate the moment-curvature relationship of reinforced concrete beam section is compiled.
A calculation model for the interfacial shear stress of the reinforced concrete beam strengthened with prestressed CFRP sheets was built based on the elasticity theory after releasing and loading.
Calculating methods for section rigidity of reinforced concrete beam element
reinforced concrete beam
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