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Seismic Response Coefficient calculates reduced design seismic forces of structural system and deflection amplification factor to convert elastic lateral displacements to total lateral displacements. Check FAQs
Cs=1.2CvRT23
Cs - Seismic Response Coefficient?Cv - Seismic Coefficient for Short Period Structures?R - Response Modification Factor?T - Fundamental Period?

Seismic Response Coefficient given Fundamental Period Example

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With units
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Here is how the Seismic Response Coefficient given Fundamental Period equation looks like with Values.

Here is how the Seismic Response Coefficient given Fundamental Period equation looks like with Units.

Here is how the Seismic Response Coefficient given Fundamental Period equation looks like.

0.3519Edit=1.20.54Edit6Edit0.17Edit23
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Seismic Response Coefficient given Fundamental Period Solution

Follow our step by step solution on how to calculate Seismic Response Coefficient given Fundamental Period?

FIRST Step Consider the formula
Cs=1.2CvRT23
Next Step Substitute values of Variables
Cs=1.20.5460.17s23
Next Step Prepare to Evaluate
Cs=1.20.5460.1723
Next Step Evaluate
Cs=0.351931230429107
LAST Step Rounding Answer
Cs=0.3519

Seismic Response Coefficient given Fundamental Period Formula Elements

Variables
Seismic Response Coefficient
Seismic Response Coefficient calculates reduced design seismic forces of structural system and deflection amplification factor to convert elastic lateral displacements to total lateral displacements.
Symbol: Cs
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Seismic Coefficient for Short Period Structures
The Seismic Coefficient for Short Period Structures is for acceleration dependent structures.
Symbol: Cv
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Response Modification Factor
Response Modification Factor is the ratio of base shear that would be developed in the lateral load resisting system to the design base shear.
Symbol: R
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Fundamental Period
Fundamental Period is the time taken for one complete oscillation (back-and-forth) by the building.
Symbol: T
Measurement: TimeUnit: s
Note: Value should be greater than 0.

Other Formulas to find Seismic Response Coefficient

​Go Seismic Response Coefficient given Base Shear
Cs=VW
​Go Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures
Cs=2.5CaR

Other formulas in Seismic Loads category

​Go Total Lateral Force Acting in Direction of each of Principal Axis
V=CsW
​Go Total Dead Load given Base Shear
W=VCs
​Go Seismic Coefficient for Short Period Structures
Cv=Cs(RT23)1.2
​Go Response Modification Factor
R=1.2CvCsT23

How to Evaluate Seismic Response Coefficient given Fundamental Period?

Seismic Response Coefficient given Fundamental Period evaluator uses Seismic Response Coefficient = 1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Fundamental Period^(2/3)) to evaluate the Seismic Response Coefficient, The Seismic response Coefficient given Fundamental Period formula calculates the seismic response coefficient when we have a prior info of the fundamental period. Seismic Response Coefficient is denoted by Cs symbol.

How to evaluate Seismic Response Coefficient given Fundamental Period using this online evaluator? To use this online evaluator for Seismic Response Coefficient given Fundamental Period, enter Seismic Coefficient for Short Period Structures (Cv), Response Modification Factor (R) & Fundamental Period (T) and hit the calculate button.

FAQs on Seismic Response Coefficient given Fundamental Period

What is the formula to find Seismic Response Coefficient given Fundamental Period?
The formula of Seismic Response Coefficient given Fundamental Period is expressed as Seismic Response Coefficient = 1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Fundamental Period^(2/3)). Here is an example- 0.351931 = 1.2*0.54/(6*0.17^(2/3)).
How to calculate Seismic Response Coefficient given Fundamental Period?
With Seismic Coefficient for Short Period Structures (Cv), Response Modification Factor (R) & Fundamental Period (T) we can find Seismic Response Coefficient given Fundamental Period using the formula - Seismic Response Coefficient = 1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Fundamental Period^(2/3)).
What are the other ways to Calculate Seismic Response Coefficient?
Here are the different ways to Calculate Seismic Response Coefficient-
  • Seismic Response Coefficient=Lateral Force/Total Dead LoadOpenImg
  • Seismic Response Coefficient=2.5*Seismic Coefficient for Velocity Dependent/Response Modification FactorOpenImg
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