IS893 (Part 1) Horizontal Design Spectrum

Modified: 11 Jun 2024 Tekla Structural Designer 2025

IS893 (Part 1) Horizontal Design Spectrum

IS893 (Part 1) code spectra

For rocky, or hard soil sites

Limits Damping factor Segment
0 ≤ T ≤ 0.10 (1 + 15 T) Start point/linear
0.10 ≤ T ≤ 0.40 (2.50) Constant/T
0.40 ≤ T ≤ 4.00 (1.00/T) Constant/T2

For medium soil sites

Limits Damping factor Segment
0 ≤ T ≤ 0.10 (1 + 15 T) Start point/linear
0.10 ≤ T ≤ 0.55 (2.50) Constant/T
0.55 ≤ T ≤ 4.00 (1.36/T) Constant/T2

For soft soil sites

Limits Damping factor Segment
0 ≤ T ≤ 0.10 (1 + 15 T) Start point/linear
0.10 ≤ T ≤ 0.67 (2.50) Constant/T
0.67 ≤ T ≤ 4.00 (1.67/T) Constant/T2

IS893 (Part 1) site specific spectra - user defined

Note: In this example T3user = T4user so there is no line (4)

Parameters

  • Damping factoruser
  • Sauser/g(0) – units g
  • Sauser/g(T1user) – units g
  • T1user – units sec
  • T2user – units sec
  • T3user – units sec, default = 4s
  • T4user – units sec, default = 4s

Input limits

  • Sauser/g(0) > 0
  • Sauser/g(T1user) > 0
  • 0s ≤ T1user < T2user < T3user ≤ T4user

Curve Equations

Average 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 ≤ T1user Sa(g)(T) = Damping factoruser x [Sauser/g(0) + ((Sauser/g(T1user) – Sauser/g(0)) x T / T1user)]
(2) – straight line T1user ≤ T ≤ T2user Sa(g)(T) = Damping factoruser x Sauser/g (T1user)
(3) – curve T2user ≤ T ≤ T3user Sa(g)(T) = Damping factoruser x Sauser/g (T1user) x T2user/ T
(4) – curve T3user ≤ T ≤ T4user Sa(g)(T) = Damping factoruser x Sauser/g (T1user) x T2user x T3user/ T2
(5) – straight line continued from (4)

Design Response Spectrum curves for Ah(g) (=Sa/g/((2xR)/(ZxI))) are defined by

Note: same curve for both Dir1 and Dir2
Line Limits Equation
(1) – straight line 0 ≤ T ≤ T1user Ah(g)(T) = Damping factoruser x [Sauser/g(0) + ((Sauser/g(T0) – Sauser/g(0)) x T / T1user)]

But not less than Z/2

(2) – straight line T1user ≤ T ≤ T2user Ah(g)(T) = Damping factoruser x Sauser/g (T1user) / ((2xR)/(ZxI))
(3) – curve T2user ≤ T ≤ T3user Ah(g)(T) = Damping factoruser x Sauser/g (T1user) x T2user/ T / ((2xR)/(ZxI))
(4) – curve T3user ≤ T ≤ T4user Ah(g)(T) = Damping factoruser x Sauser/g (T1user) x T2user x T3user/ T2 / ((2xR)/(ZxI))
(5) – straight line continued from (4)
Note:

If T1user = 0, then no line (1) exists

If T3user = T4user then no line (4) exists

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