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You searched for: Author/Creator Biradar, Bapugouda B.Limit your search
- Biradar, Bapugouda B. [remove] 1
- 624.1 1
- Cs Seismic response coefficient -- Cv Seismic coefficient -- Cvx Vertical distribution factor -- c Viscous damping coefficient -- Fa, Fv, S Site coefficient -- Fi Lateral force at level i -- Fiu Lateral force at level i at ultimate response -- Fn Lateral force at the top level n of the structure -- Fnu Lateral force at the top level n at ultimate response -- Fx Lateral force at level x -- fy Nominal yield stress -- g Acceleration due to gravity -- hi, hj Height of floor level i (or level j) of the structure above the ground -- hn Total height of the structure (IBC-2006) -- hsx Storey height below level x -- I Occupancy factor -- M Total mass of the system -- Mp Plastic moment -- Qi Design lateral force at ith floor -- R Response modification factor -- Rµ Ductility reduction factor -- Sa Spectral response acceleration coefficient -- SDS Design spectral response acceleration in the short period range -- SD1 Design spectral response acceleration at a period of 1 s -- SMS Maximum considered earthquake spectral response acceleration for short periods -- SM1 Maximum considered earthquake spectral response acceleration at 1 s -- Ss Mapped maximum considered earthquake spectral response acceleration at short periods -- Sv Pseudo-velocity -- S1 Mapped maximum considered earthquake spectral response acceleration -- T Fundamental period of the structure -- V, Vby Seismic design base shear -- Vp Plastic shear strength -- Vi Static storey shear at level i -- W Total seismic weight of the structure -- wi, wj Weight of the structure at level i (or level j) -- wn Weight of the structure at the top level n -- Zp Plastic section modulus -- α Design base shear parameter, Mass-proportional damping coefficient -- β Damping ratio, Stiffness-proportional damping coefficient -- βi Shear proportioning factor -- γ Modification factor for the energy balance equation -- µ Rotational ductility demand -- µs Structural ductility factor -- µt Target ductility ratio -- θp Plastic rotation, inelastic drift -- θp max, Maximum plastic rotation at plastic hinge -- θu Target drift -- θy Yield rotation, Yield drift -- Ωo Structural overstrength factor -- ω, ωn Natural circular frequency of the system 1
- Steel Moment Resisting Frame -- Performance-Based Plastic Design -- Nonlinear Static Pushover Analysis -- Nonlinear Response History Analysis -- Incremental Dynamic Analysis 1
- Structural engineering -- Periodicals 1