Calculation of Acceleration response spectra of horizontal and vertical components of seismic motion on engineering bedrock by 『Guidelines for Design of Wind Turbine Support Structures and Foundation December 2010』

Calculation of Acceleration response spectra of horizontal and vertical components of seismic motion on engineering bedrock by 『Guidelines for Design of Wind Turbine Support Structures and Foundation December 2010』

1Basic maximum acceleration:a0(gal)gal=cm/s^2
2Period:T(s)-
3Graph -
4Plot Input Data -
5Number of gridlines of Graph x-axis, y-axis -
You need to upgrade your Flash Player
:Export Graph Image.

Keyword・Reference・Remarks・History

LaTex

Keyword

Acceleration response spectra of horizontal and vertical components of seismic motion on engineering bedrock,Basic maximum acceleration,Period

Reference

[1]:Edited by Takeshi ISHIHARA:『Guidelines for Design of Wind Turbine Support Structures and Foundation December 2010』、Task Committee on Dynamic Analysis and Structural Design of Wind Turbine,Committee of Structural Engineering,Japan Society of Civil Engineers、pp.151-162

Remarks

・Acceleration response spectra of horizontal components of seismic motion on engineering bedrock.Damping Ratio=5%:Sa0(T,0.05)
・Acceleration response spectra of vertical components of seismic motion on engineering bedrock.Damping Ratio=5%:Sav(T,0.05)
・Basic maximum acceleration on engineering bedrock:a0(gal)
・Making Equation Image is powered by CODECOGS

History

・2011/05/31:Upload

Copyright©Asset Management Consulting Corporation All Rights Reserved.