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15 cycles 150 psi shear 15th cycle action and interface axial stiffness axial stress level axial tension bar stress bar tension beam beam-type specimen behavior combined dowel action combined interface shear Concrete Nuclear Containment concrete structures crushing cycle 15 cycle number cycles of shear cyclic loading cyclic shear decrease diameter dowel cracking dowel force dowel stiffness elastic foundation modulus free half-length free slip increased Gergely hysteretic initial crack width interface shear transfer k/in ksi tension ksi/in linear load cycles load-slip curves M.S. Thesis measured nonlinear Nuclear Containment Vessels Parkfield Parkfield earthquake peak shear load produced psi shear stress reinforcing bar restraint rods restraint stiffness seismic shear shear displacement shear force shear plane shear slip shear stress level shearing area shown in Fig slip values Specimen IST1 stiffness after free strain gages Table A5 tensile stress Test 9a transfer and dowel transverse typical containment vessel unbonded length vertical