# Design Response Spectrum.

Using the coefficients obtained from the map, the

*spectrum curve*given in*Codes*is*automatically determined by the programme.*

**İnternational Design Codes**

* ASCE 7-16 : *Horizontal Elastic Design Spectrum per ASCE 7-16 with ideCAD

* TSC 2018 : *Horizontal Design Response Spectrum

**SYMBOLS**

* F_{a} = *Short-Period Site Coefficient

*Long-Period Site Coefficient for a period of 1.0 seconds*

**F**_{v}=*Short-period design spectral response acceleration parameter [dimensionless]*

**S**_{MS}=*Design spectral response acceleration parameter for a period of 1.0 seconds [dimensionless]*

**S**_{M1}=*the mapped MCER spectral response acceleration parameter at short periods*

**S**_{S}=*the mapped MCER spectral response acceleration parameter at a period of 1 seconds*

**S**_{1}=*Design spectral response acceleration parameter for a period of 1.0 seconds*

**S**_{D1}=*Design earthquake spectral response acceleration parameters at short periods*

**S**_{DS}=*Natural vibration period [s]*

**T =***Horizontal elastic design acceleration spectrum corner period [s]*

**T**_{0}=*Horizontal elastic design acceleration spectrum corner period [s]*

**T**_{S}=*Transition period to constant displacement region in horizontal elastic design spectrum [s]*

**T**_{L}=*Horizontal elastic design spectral acceleration [ g]*

**S**_{a }=**Horizontal elastic design spectral accelerations S**, The function of the *Design Response Spectrum* curve is specified in seismic design codes and spectral response acceleration parameters are used to create this function. In the *Design Response Spectrum* curve, the spectral accelerations corresponding to 1-s period and corner periods are used to determine these parameters.

Horizontal Design Response Spectrum is used to consider earthquake effects that results in the largest maximum response to horizontal ground motions.

A standard response spectrum curve defined in seismic codes is defined as follows.

For periods less than smaller T

_{corner}, the design spectral response acceleration, S, shall be taken as as a linear function.For periods greater than or equal to small T

_{corner }value and less than or equal to greater T_{corner}value the design spectral response acceleration, S, shall be taken as equal to maximum spectral response acceleration.For periods greater than or equal to graeter T

_{corner }value the design spectral response acceleration, S, shall be taken as a fuction of T and spectral response acceleration parameters.

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