Seismic Coefficient for Velocity Dependent Structures Formula

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Seismic Coefficient for Velocity Dependent structures which are intermediate and long period structures. Check FAQs
Ca=CsR2.5
Ca - Seismic Coefficient for Velocity Dependent?Cs - Seismic Response Coefficient?R - Response Modification Factor?

Seismic Coefficient for Velocity Dependent Structures Example

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Here is how the Seismic Coefficient for Velocity Dependent Structures equation looks like with Values.

Here is how the Seismic Coefficient for Velocity Dependent Structures equation looks like with Units.

Here is how the Seismic Coefficient for Velocity Dependent Structures equation looks like.

0.84Edit=0.35Edit6Edit2.5
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Seismic Coefficient for Velocity Dependent Structures Solution

Follow our step by step solution on how to calculate Seismic Coefficient for Velocity Dependent Structures?

FIRST Step Consider the formula
Ca=CsR2.5
Next Step Substitute values of Variables
Ca=0.3562.5
Next Step Prepare to Evaluate
Ca=0.3562.5
LAST Step Evaluate
Ca=0.84

Seismic Coefficient for Velocity Dependent Structures Formula Elements

Variables
Seismic Coefficient for Velocity Dependent
Seismic Coefficient for Velocity Dependent structures which are intermediate and long period structures.
Symbol: Ca
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.
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.

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 Seismic Coefficient for Velocity Dependent Structures?

Seismic Coefficient for Velocity Dependent Structures evaluator uses Seismic Coefficient for Velocity Dependent = Seismic Response Coefficient*Response Modification Factor/2.5 to evaluate the Seismic Coefficient for Velocity Dependent, The Seismic Coefficient for Velocity Dependent Structures is defined as the seismic coefficient for intermediate or long period structures i.e. structures which are velocity dependent when we have a prior info of response modification factor. Seismic Coefficient for Velocity Dependent is denoted by Ca symbol.

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

FAQs on Seismic Coefficient for Velocity Dependent Structures

What is the formula to find Seismic Coefficient for Velocity Dependent Structures?
The formula of Seismic Coefficient for Velocity Dependent Structures is expressed as Seismic Coefficient for Velocity Dependent = Seismic Response Coefficient*Response Modification Factor/2.5. Here is an example- 0.84 = 0.35*6/2.5.
How to calculate Seismic Coefficient for Velocity Dependent Structures?
With Seismic Response Coefficient (Cs) & Response Modification Factor (R) we can find Seismic Coefficient for Velocity Dependent Structures using the formula - Seismic Coefficient for Velocity Dependent = Seismic Response Coefficient*Response Modification Factor/2.5.
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