FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Response Modification Factor by Velocity Dependent Structures Formula

GoResponse Modification Factor Formula

Fx Copy

LaTeX Copy

Response Modification Factor is the ratio of base shear that would be developed in the lateral load resisting system to the design base shear. Check FAQs

R = 2.5 \cdot \frac{C a}{C s}

R - Response Modification Factor?C_a - Seismic Coefficient for Velocity Dependent?C_s - Seismic Response Coefficient?

Response Modification Factor by Velocity Dependent Structures Example

With values

With units

Only example

Here is how the Response Modification Factor by Velocity Dependent Structures equation looks like with Values.

Here is how the Response Modification Factor by Velocity Dependent Structures equation looks like with Units.

Here is how the Response Modification Factor by Velocity Dependent Structures equation looks like.

10.7143 = 2.5 \cdot \frac{1.5}{0.35}

10.7143 = 2.5 \cdot \frac{1.5}{0.35}

10.7143 = 2.5 \cdot \frac{1.5}{0.35}

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Structural Engineering » fx Response Modification Factor by Velocity Dependent Structures

Response Modification Factor by Velocity Dependent Structures Solution

Follow our step by step solution on how to calculate Response Modification Factor by Velocity Dependent Structures?

FIRST Step Consider the formula

R = 2.5 \cdot \frac{C a}{C s}

Next Step Substitute values of Variables

∴

R = 2.5 \cdot \frac{1.5}{0.35}

Next Step Prepare to Evaluate

∴

R = 2.5 \cdot \frac{1.5}{0.35}

Next Step Evaluate

∴

R = 10.7142857142857

LAST Step Rounding Answer

∴

R = 10.7143

Response Modification Factor by Velocity Dependent Structures Formula Elements

Variables

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.

Formulas to find Response Modification Factor

Seismic Coefficient for Velocity Dependent

Seismic Coefficient for Velocity Dependent structures which are intermediate and long period structures.

Symbol: C_a

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Seismic Coefficient for Velocity Dependent

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: C_s

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Seismic Response Coefficient

Other Formulas to find Response Modification Factor

Go Response Modification Factor

R = 1.2 \cdot \frac{C v}{C s \cdot T^{\frac{2}{3}}}

Other formulas in Seismic Loads category

Go Total Lateral Force Acting in Direction of each of Principal Axis

V = C s \cdot W

Go Seismic Response Coefficient given Base Shear

C s = \frac{V}{W}

Go Total Dead Load given Base Shear

W = \frac{V}{C s}

Go Seismic Response Coefficient given Fundamental Period

C s = 1.2 \cdot \frac{C v}{R \cdot T^{\frac{2}{3}}}

How to Evaluate Response Modification Factor by Velocity Dependent Structures?

Response Modification Factor by Velocity Dependent Structures evaluator uses Response Modification Factor = 2.5*Seismic Coefficient for Velocity Dependent/Seismic Response Coefficient to evaluate the Response Modification Factor, The Response Modification Factor by Velocity Dependent Structures formula calculates the response modification factor when we have a prior info of seismic coefficient for velocity dependent structures. Response Modification Factor is denoted by R symbol.

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

FAQs on Response Modification Factor by Velocity Dependent Structures

What is the formula to find Response Modification Factor by Velocity Dependent Structures?

The formula of Response Modification Factor by Velocity Dependent Structures is expressed as Response Modification Factor = 2.5*Seismic Coefficient for Velocity Dependent/Seismic Response Coefficient. Here is an example- 10.71429 = 2.5*1.5/0.35.

How to calculate Response Modification Factor by Velocity Dependent Structures?

With Seismic Coefficient for Velocity Dependent (C_a) & Seismic Response Coefficient (C_s) we can find Response Modification Factor by Velocity Dependent Structures using the formula - Response Modification Factor = 2.5*Seismic Coefficient for Velocity Dependent/Seismic Response Coefficient.

What are the other ways to Calculate Response Modification Factor?

Here are the different ways to Calculate Response Modification Factor-

Response Modification Factor=1.2*Seismic Coefficient for Short Period Structures/(Seismic Response Coefficient*Fundamental Period^(2/3))

Let Others Know

✖

Facebook

Twitter

Copied!

: Value
: Unit

Response Modification Factor by Velocity Dependent Structures Formula

​GoResponse Modification Factor Formula

Response Modification Factor by Velocity Dependent Structures Example

Response Modification Factor by Velocity Dependent Structures Solution

Response Modification Factor by Velocity Dependent Structures Formula Elements

Other Formulas to find Response Modification Factor

Other formulas in Seismic Loads category

How to Evaluate Response Modification Factor by Velocity Dependent Structures?

FAQs on Response Modification Factor by Velocity Dependent Structures

Variable Name

GoResponse Modification Factor Formula