Shear Transfer in Thick Walled Reinforced Concrete Structures Under Seismic Loading: Annual Report, NSF Grant AEN 73-03178 A01, January 1, 1974 to May 31, 1975Department of Structural Engineering, Cornell University, 1975 - Reinforced concrete construction - 178 pages |
Common terms and phrases
15 cycles 150 psi shear 15th cycle axial stiffness axial tension bar stress bar tension beam combined interface shear Concrete Nuclear Containment cycle 15 cycle cycle cycle number cycle shear stiffness cycle with f cycles at 150 cycles of shear cyclic shear diameter dowel action dowel cracking dowel force dowel stiffness effect elastic foundation modulus free half-length free slip increased Gergely greased plates hysteretic initial crack width interface shear transfer k/in ksi/in Laible large scale specimen load cycles load-slip curves load-slip relationship maximum nominal shear stress Nuclear Containment Vessels Parkfield earthquake produced psi shear stress reinforced concrete reinforcing bar restraint rods restraint stiffness shear area shear displacement shear force shear load shear plane shear slip shear stress level shearing surface shown in Fig slip values Slips and crack stiffness after free strain gages Table A5 Teller and Cashell tensile stress Test 5a transfer and dowel נ נ