Calculation of Response displacement,Response acceleration and Response velocity of Single degree of freedom system.

Keyword

Newmark、Seismic acceleration、Response displacement、Response acceleration、Response velocity、Damping ratio、Natural period、Single degree of freedom system、Equation of oscillation、Equation of vibration.

Reference

※1：Source of acceleration data：『COSMOS Virtual Data Center』,『PEER Strong Motion Database』.
・『机上版　建築構造ポケットブック　第5版』（建築構造ポケットブック編集委員会編）.
・『耐震・免震・制震のはなし-改正建築基準法対応』（斉藤大樹）.

Remarks

・1.0 G = 9.80665 m/s/s.

History

・2014/08/07：layout change.
・2009/03/24：Moved from www.am-consulting.co.jp to here.