EN 1998-1 Horizontal Design Spectrum (UK, Europe, Singapore NA)

Tekla Structural Designer
Modified: 11 Jun 2024
2025
Tekla Structural Designer

EN 1998-1 Horizontal Design Spectrum (UK, Europe, Singapore NA)

EN 1998-1 code spectra (UK, Singapore and Europe)

Limits Equation Segment Ref
0 ≤ T ≤ TB ag x S x [ 2/3 + T/TB x ( 2.5 / q - 2/3 )] Start point/linear 3.13
TB ≤ T ≤ TC ag x S x 2.5 / q Constant 3.14
TC ≤ T ≤ TD ag x S x TC/T x 2.5 / q Constant/T 3.15
TD ≤ T ≤ 4s ag x S x 2.5 / q x (TC x TD) / T2 Constant/T2 3.16

EN 1998-1 site specific spectra - user defined (UK, Singapore and Europe)

Parameters

The following input parameters as shown in the above figure are required:
  • Suser(0)/ag
  • Suser(TBuser) /ag
  • TBuser
  • TCuser
  • TDuser
  • TEuser

See the curve equation tables below for more details.

Input limits

  • Suser(0) > 0
  • Suser(TBuser) > 0
  • 0s ≤ TBuser < TCuser < TDuser ≤ TEuser

Elastic Response Spectrum Curve Equations

Elastic Response Spectrum curves for Se/agare defined by:

Line Limits Equation
(1) – straight line 0 ≤ T ≤ TBuser Se/ag(T) = Suser(0) + ((Suser(TBuser) x η – Suser(0)) x T / TBuser)
(2) – straight line TBuser ≤ T ≤ TCuser Se/ag(T) = Suser(TBuser) x η
(3) – curve TCuser ≤ T ≤ TDuser Se/ag(T) = Suser(TBuser) x η x TCuser/ T
(4) – curve TDuser ≤ T ≤ TEuser Se/ag(T) = Suser (TBuser) x η x TCuser x TDuser/ T2
(5) – straight line continued from (4)
Notes:
  • The same curve applies for both Dir1 and Dir2
  • Se/ag(T) is the elastic response spectrum to design ground acceleration ratio
  • η is the damping correction factor
  • See EC8 Clause 3.2.2.2 for more details

Design Spectrum Curve Equations

Design Spectrum for Elastic Analysis curves for Se/ag are defined by:

Line Limits Equation
(1) – straight line 0 ≤ T ≤ TBuser Sd/ag(T) = [ 2/3 x Suser(0) + ((Suser(TBuser) / q – 2/3 x Suser(0)) x T / TBuser)]
(2) – straight line TBuser ≤ T ≤ TCuser Sd/ag(T) = Suser(TBuser) / q
(3) – curve TCuser ≤ T ≤ TDuser Sd/ag(T) = Suser(TBuser) x TCuser/ T / q
(4) – curve TDuser ≤ T ≤ TEuser Sd/ag(T) = Suser (TBuser) x TCuser x TDuser/ T2/ q
(5) – straight line continued from (4)
Notes:
  • The same curve applies for both Dir1 and Dir2

  • Sd/ag(T) is the design spectrum to design ground acceleration ratio

  • If TBuser = 0, then no line (1) exists

  • If TDuser = TEuser then no line (4) exists

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