Structural and Geotechnical Mechanics: A Volume Honoring Professor Nathan M. Newmark

acceleration analysis applied approach approximate ASCE assumed base behavior blasting boundary building calculated Civil coefficient column complete components computed concrete considered corresponding crack curve damage damping determined developed direction displacement distribution dynamic Earthquake effects elastic element energy Engineering equations evaluation expression factor failure forces foundation fracture frequency function given ground motion holes hydrodynamic increase indicated interaction layer limit loading mass material maximum mean measured Mechanics method NEWMARK observations obtained parameters peak performance permeability possible practical present pressure probability problem procedure properties range ratio reinforced reliability Report represents Research resistance respect response rock safety scaled seismic shear shown soil solution specifications steel strain strength stress structure studies subjected surface Table tion University values variables vertical vibration walls wave yield