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Accelerometer Australia based on uncracked beam CB-1 Bell and Howell bridge entry Bridge Tests calculated centreline centroid Civil Engineering collapse convergence cracks curved beam dynamic response effect eigenvalue eigenvector equations of motion estimates experimental finite strip friction limit front and rear front axle front suspension High C.G. hinges HISTORY CURVES human error idealised impact factors Ingles initial iterative process Kletz Lighter Load linear load cell load point longitudinal Low C.G. LVDT LVDT's matrix maximum A.F. Maximum Load measured midspan mn mn obtained Oscillograph parameter process modification quasistatic RANDWICK II TESTS rear axle rear suspension reinforced concrete respectively risk road surface runs with vehicle shown in Fig Slovik solution South Wales static steel stiffness strain gauge Structural Failure suspension deformation suspension force suspension model suspension spring suspension tests Test Results truck tyre uncracked sections vehicle body vehicle braking vehicle load vehicle suspension vehicle tests viscous damping