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Fundamental Period is the time taken for one complete oscillation (back-and-forth) by the building. Check FAQs
T=(1.2CvRCs)32
T - Fundamental Period?Cv - Seismic Coefficient for Short Period Structures?R - Response Modification Factor?Cs - Seismic Response Coefficient?

Fundamental Period given Seismic Response Coefficient Example

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

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

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

0.1714Edit=(1.20.54Edit6Edit0.35Edit)32
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Fundamental Period given Seismic Response Coefficient Solution

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

FIRST Step Consider the formula
T=(1.2CvRCs)32
Next Step Substitute values of Variables
T=(1.20.5460.35)32
Next Step Prepare to Evaluate
T=(1.20.5460.35)32
Next Step Evaluate
T=0.171408978472175s
LAST Step Rounding Answer
T=0.1714s

Fundamental Period given Seismic Response Coefficient Formula Elements

Variables
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.
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.
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.

Other Formulas to find Fundamental Period

​Go Fundamental Period for Steel Frames
T=0.035hn34
​Go Fundamental Period for Reinforced Concrete Frames
T=0.03hn34
​Go Fundamental Period for Steel Eccentrically Braced Frames
T=0.03hn34
​Go Fundamental Period for other Buildings
T=0.02hn34

Other formulas in Seismic Loads category

​Go Total Lateral Force Acting in Direction of each of Principal Axis
V=CsW
​Go Seismic Response Coefficient given Base Shear
Cs=VW
​Go Total Dead Load given Base Shear
W=VCs
​Go Seismic Response Coefficient given Fundamental Period
Cs=1.2CvRT23

How to Evaluate Fundamental Period given Seismic Response Coefficient?

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

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

FAQs on Fundamental Period given Seismic Response Coefficient

What is the formula to find Fundamental Period given Seismic Response Coefficient?
The formula of Fundamental Period given Seismic Response Coefficient is expressed as Fundamental Period = (1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Seismic Response Coefficient))^(3/2). Here is an example- 0.171409 = (1.2*0.54/(6*0.35))^(3/2).
How to calculate Fundamental Period given Seismic Response Coefficient?
With Seismic Coefficient for Short Period Structures (Cv), Response Modification Factor (R) & Seismic Response Coefficient (Cs) we can find Fundamental Period given Seismic Response Coefficient using the formula - Fundamental Period = (1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Seismic Response Coefficient))^(3/2).
What are the other ways to Calculate Fundamental Period?
Here are the different ways to Calculate Fundamental Period-
  • Fundamental Period=0.035*Height of Building^(3/4)OpenImg
  • Fundamental Period=0.03*Height of Building^(3/4)OpenImg
  • Fundamental Period=0.03*Height of Building^(3/4)OpenImg
Can the Fundamental Period given Seismic Response Coefficient be negative?
No, the Fundamental Period given Seismic Response Coefficient, measured in Time cannot be negative.
Which unit is used to measure Fundamental Period given Seismic Response Coefficient?
Fundamental Period given Seismic Response Coefficient is usually measured using the Second[s] for Time. Millisecond[s], Microsecond[s], Nanosecond[s] are the few other units in which Fundamental Period given Seismic Response Coefficient can be measured.
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