ASCE 7 horizontal design spectrum

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

ASCE 7 horizontal design spectrum

ASCE 7 code spectra - Two Period

Limits Equation Segment Ref
0 ≤ T ≤ T0 SDS x (0.4 + 0.6 x T / T0 ) x (1/(R/Ie) Start point/linear 11.4.5 (1)
T0 ≤ T ≤ Ts SDS x (0.4 + 0.6 x T / T0 ) x (1/(R/Ie) Constant 11.4.5 (2)
Ts ≤ T ≤ TL (SD1/T)/(R/I) Constant/T 11.4.5 (3)
TL ≤ T ≤ 4s (SD1 x TL / T2)/(R/I) Constant/T2 11.4.5 (4)

ASCE 7 site specific spectra (user defined - based on SD and T)

Note: ASCE 7 has either sloped second segment or horizontal 4th segment - not both.

Parameters

  • SDuser(0) – units g
  • SDuser(T0user) – units g
  • T0user – units sec
  • TSuser – units sec
  • TLuser – units sec
  • T4user – units sec, default = 4s

Input limits

  • SDuser(0) > 0
  • SDuser(T0user) > 0 if T0user > 0
  • 0s ≤ T0user < TSuser < TLuser ≤ T4user

Curve Equations

Design Response Spectrum curves for Sa(g) are defined by

Note: same curve for both Dir1 and Dir2
Line Limits Equation
(1) – straight line 0 ≤ T ≤ T0user Sa(g)(T) = SDuser(0) + ((SDuser(T0user) – SDuser(0)) x T / T0user)
(2) – straight line T0user ≤ T ≤ TSuser Sa(g)(T) = SDuser(T0user)
(3) – curve TSuser ≤ T ≤ TLuser Sa(g)(T) = SDuser(T0user) x TSuser/ T
(4) – curve TLuser ≤ T ≤ T4user Sa(g)(T) = SDuser (T0user) x TSuser x TLuser/ T2
(5) – straight line continued from (4)

Adjusted Design Response Spectrum curves for Sa(g)/(R/Ie) are defined by

Note: same curve for both Dir1 and Dir2
Line Limits Equation
(1) – straight line 0 ≤ T ≤ T0user SD(T) = [SDuser(0) + ((SDuser(T0user) - SDuser(0)) x T / T0user)] /(R/Ie)
(2) – straight line T0user ≤ T ≤ TSuser SD(T) = SDuser(T0user) / (R/Ie)
(3) – curve TSuser ≤ T ≤ TLuser SD(T) = SDuser(T0user) x TSuser / T / (R/Ie)
(4) – curve TLuser ≤ T ≤ T4user SD(T) = SDuser(T0user) x TSuser x TLuser / T2 / (R/Ie)
(5) – straight line continued from (4)
Note:

If T0user = 0, then no line (1) exists

If TLuser = T4user then no line (4) exists

ASCE 7/UBC site specific spectra - user defined (Taiwan)

Horizontal design spectrum

Taiwan code Figure 2

Specifically, the last section of curve (Segment 4) extends horizontally from 2.5T0 with a value of 0.4 x SDS

Note: The above curve can be obtained by selecting Horizontal 4th Segment on the Site Specific Spectra page of the Seismic Wizard.

ASCE 7/UBC site specific spectra - user defined (Thailand)

Horizontal design spectrum

When Sd1 > Sds

Thailand code Figure 1-4-3

Specifically, the previously flat section of curve (Segment 2) rises from SDS at T = 0.2 to SD1 At T = 1.0

Note: The above curve can be obtained by selecting Sloped 2nd Segment on the Site Specific Spectra page of the Seismic Wizard.

ASCE 7 site specific spectra (user defined - generic curve)

A site specific generic curve can be defined, either manually, or by pasting data from a spreadsheet. This procedure requires an RSA to be run (not ELF). This has been added primarily for remote markets using ASCE 7

For further details, see the following video: User defined RSA curve

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