Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures Calculator

✖Seismic Coefficient for Velocity Dependent structures which are intermediate and long period structures.ⓘ Seismic Coefficient for Velocity Dependent [C_a]			+10% -10%
✖Response Modification Factor is the ratio of base shear that would be developed in the lateral load resisting system to the design base shear.ⓘ Response Modification Factor [R]			+10% -10%

✖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 Response Coefficient given Seismic Coefficient for Velocity Dependent Structures [C_s]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Roof Live Loads Formulas PDF PDF Image

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
C_s = 2.5*C_a/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

C_s = 2.5*C_a/R --> 2.5*1.5/6

Evaluating ... ...

C_s = 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 00.005 seconds)

You are here -

Home » Engineering » Civil » Structural Engineering » Roof Live Loads » Seismic Loads » Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures

Credits

Created by Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has created this Calculator and 200+ more calculators!

Verified by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has verified this Calculator and 500+ more calculators!

< 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
C_s = 2.5*C_a/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 C_s 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 (C_a) & 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 C_s = 2.5*C_a/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 (C_a) & 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))

Home

FREE PDFs

🔍 Search