What people are saying - Write a review
We haven't found any reviews in the usual places.
Consideration of Scale Effect in Reinforced Concrete Members Subjected
Experimental Study of Recovered Properties of Retrofit Repaired
Fatigue Failure Criterion for Deformed Bars Subjected to Large
14 other sections not shown
3D lattice model assumed axial load beam-column joint biaxial bond Bresler-Scordelis beams buckling calculated compression struts compressive strain compressive strength compressive stress computed crack band crack model cross section CSMM cycle damage deep beams deformation developed diagonal discretization displacement drift angle ductility earthquake effect elastic equations failure mode fiber Figure finite element analysis formulation Fracture Mechanics Japan JSCE load-displacement longitudinal reinforcement matrix maximum mechanism mesh monotonic loading nonlinear numerical observed panels parameters predict principal strain ratio RC beams RC columns RC structures rebar reinforced concrete structures reinforcement ratio reinforcing bar response reversed cyclic loading saw-tooth sequentially linear shear center shear modulus shear reinforcement shear strength shear stress shown in Fig simulated smeared crack snapback softening specimens steel bars strain energy stress-strain curve stress-strain relationship Structural Journal tensile strain tensile strength tension transverse reinforcement transverse strain truss two-directional loading uniaxial width yielding Young's modulus