Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures Solution

STEP 0: Pre-Calculation Summary
Formula Used
Seismic Response Coefficient = 2.5*Seismic Coefficient for Velocity Dependent/Response Modification Factor
Cs = 2.5*Ca/R
This formula uses 3 Variables
Variables Used
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.
Seismic Coefficient for Velocity Dependent - Seismic Coefficient for Velocity Dependent structures which are intermediate and long period structures.
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.
STEP 1: Convert Input(s) to Base Unit
Seismic Coefficient for Velocity Dependent: 1.5 --> No Conversion Required
Response Modification Factor: 6 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Cs = 2.5*Ca/R --> 2.5*1.5/6
Evaluating ... ...
Cs = 0.625
STEP 3: Convert Result to Output's Unit
0.625 --> No Conversion Required
FINAL ANSWER
0.625 <-- Seismic Response Coefficient
(Calculation completed in 00.020 seconds)

Credits

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Created by Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Birsa Institute of Technology (BIT), Sindri
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Seismic Loads Calculators

Seismic Response Coefficient given Fundamental Period
​ LaTeX ​ Go Seismic Response Coefficient = 1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Fundamental Period^(2/3))
Total Lateral Force Acting in Direction of each of Principal Axis
​ LaTeX ​ Go Lateral Force = Seismic Response Coefficient*Total Dead Load
Seismic Response Coefficient given Base Shear
​ LaTeX ​ Go Seismic Response Coefficient = Lateral Force/Total Dead Load
Total Dead Load given Base Shear
​ LaTeX ​ Go Total Dead Load = Lateral Force/Seismic Response Coefficient

Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures Formula

​LaTeX ​Go
Seismic Response Coefficient = 2.5*Seismic Coefficient for Velocity Dependent/Response Modification Factor
Cs = 2.5*Ca/R

What is the Response Coefficient?

The response modification coefficient (R) is used to calculate the reduced design seismic forces of a structural system, and the deflection amplification factor (Cd) to convert elastic lateral displacements to total lateral displacements

How to Calculate Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures?

Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures calculator uses Seismic Response Coefficient = 2.5*Seismic Coefficient for Velocity Dependent/Response Modification Factor to calculate the Seismic Response Coefficient, The Seismic Response Coefficient given Seismic Coefficient for Velocity dependent structures formula calculates the seismic coefficient when we have a prior info of seismic coefficient for velocity dependent (intermediate and long period) structures. Seismic Response Coefficient is denoted by Cs symbol.

How to calculate Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures using this online calculator? To use this online calculator for Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures, enter Seismic Coefficient for Velocity Dependent (Ca) & Response Modification Factor (R) and hit the calculate button. Here is how the Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures calculation can be explained with given input values -> 0.625 = 2.5*1.5/6.

FAQ

What is Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures?
The Seismic Response Coefficient given Seismic Coefficient for Velocity dependent structures formula calculates the seismic coefficient when we have a prior info of seismic coefficient for velocity dependent (intermediate and long period) structures and is represented as Cs = 2.5*Ca/R or Seismic Response Coefficient = 2.5*Seismic Coefficient for Velocity Dependent/Response Modification Factor. Seismic Coefficient for Velocity Dependent structures which are intermediate and long period structures & Response Modification Factor is the ratio of base shear that would be developed in the lateral load resisting system to the design base shear.
How to calculate Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures?
The Seismic Response Coefficient given Seismic Coefficient for Velocity dependent structures formula calculates the seismic coefficient when we have a prior info of seismic coefficient for velocity dependent (intermediate and long period) structures is calculated using Seismic Response Coefficient = 2.5*Seismic Coefficient for Velocity Dependent/Response Modification Factor. To calculate Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures, you need Seismic Coefficient for Velocity Dependent (Ca) & Response Modification Factor (R). With our tool, you need to enter the respective value for Seismic Coefficient for Velocity Dependent & Response Modification Factor and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Seismic Response Coefficient?
In this formula, Seismic Response Coefficient uses Seismic Coefficient for Velocity Dependent & Response Modification Factor. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Seismic Response Coefficient = Lateral Force/Total Dead Load
  • Seismic Response Coefficient = 1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Fundamental Period^(2/3))
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