Experimental and analytical investigation of blast performance of seismically resistant bridge piers
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AASHTO Actual Pressures Analytical Model Analytical Results Applied Blast Pressures base behavior BEL Applied Pressure blast loading Bottom Test bridge columns bridge pier calculated CALTRANS cap-beam CFST C4 Column CFST columns charge weight Column RC2 Column SJ1 columns and steel compression confined concrete core concrete curve Cyclic Loading Test damping ratio deformation direct shear resistance Displacement History ductile Earthquake elastic Elastic Modulus Equation equivalent pressures experimental fiber-based model flexural height hysteretic jacketed RC columns Klmp kN-m load-mass factor mid-height msec Plastic Analysis plastic hinge Pressure MPa prototype bridge Reaction Force History reinforced concrete residual displacements Retrofit SDOF dynamic analysis Seismic Analysis seismic design Seismic Retrofit shape factor shear force shear strength shear-friction shown in Figure Side View simplified analysis standoff distance steel bars steel jacketed RC Steel Tube strain hardening stress Stress-Strain Relationships structural response subjected to blast transverse reinforcement University at Buffalo View of Column yield strength