Mehmet E. Uz’s scientific contributions

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Publications (13)


Results in Frequency and Time Domains
  • Chapter

October 2017

Mehmet E. Uz

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Citations (1)


... Table 2 provides the basic values describing the structural characteristics that have been used for this study. [34,54,55], we used β = 2.75 ×10 9 N/m 3/2 and ξ = 0.35 for the pounding force parameters in the nonlinear viscoelastic model, with an established coefficient of friction µ f of 0.5. In Equation (13), the translational and torsional stiffness at the center of mass for each story of a building are longitudinally in proportion to the stiffness of the same story [56]. ...

Reference:

Numerical Analysis of Seismic Pounding between Adjacent Buildings Accounting for SSI
Earthquake Resistant Design of Buildings
  • Citing Book
  • October 2017