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Summary of the Activities of the Column Research Council
Continuous Girder Bridge with Variable Moment of Inertia
49 other sections not shown
analysis anemometer applied approximate arch dams ASCE axial axis base behavior bending bottom chord bridge buckling calculated cantilevers centroid Civil Engineers coefficient Column Research Council compression member curves cylinder dead load deflection deformations determined discussed displacement distribution earthquake effect elastic end moments equations example factor factor of safety fatigue flange flexural floor beams forces formula girder Golden Gate Bridge height horizontal inelastic inertia joint length live load matrix maximum method modulus moments and shears obtained panel paper plastic plate pressure prestressed concrete prestressing problem procedure quantile ratio reinforced concrete residual stresses restraint rigid frame rotation shell shown in Fig Society of Civil solution span static steel stiffeners stiffness strain stress-strain curve stringer struts Table tensile tension tests theory top-chord stresses torsional tower truss truss bridges ultimate strength values vertical yield point yield stress