| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
|---|
| Vol： | 11巻 |
|---|
| 年： |
2002年
|
|---|
| 頁： |
1027-1032頁
|
|---|
| 著者（和）： |
野津 厚
|
|---|
| タイトル（和）： |
地中構造物の耐震設計に用いられる見かけの波長と弾性波動論に基づく表面波の波長との比較
|
|---|
| 抄録（和）： |
-
|
|---|
| キーワード（和）： |
地中構造物，波長，調和平均，表面波
|
|---|
| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
|---|
| 著者（英）： |
AtsushiNozu
|
|---|
| タイトル（英）： |
A COMPARISON BETWEEN WAVE LENGTH OF SURFACE WAVES BASED ON ELASTO-DYNAMICS AND APPARENT WAVE LENGTH USED IN ENGINEERING PRACTICE
|
|---|
| 抄録（英）： |
Two methods have been used to determine apparent seismic wave length for the design of under ground structures, namely, the harmonic-mean methodand the gas-standard method. These methods give different wave length for the same soil profile. For the purpose of providing a theoretical viewpoint of the methods, the wave lengths given by the methods are compared with the wave lengths of surface waves for several layered half-space models. As a result of the comparison, it could be pointed out that the two methods do not necessarily capture some of the features of surface waves appropriately.
|
|---|
| キーワード（英）： |
Underground structure, Wave length, Harmonic mean, Surfacewave
|
|---|
| 記事区分： |
-
|
|---|
| 区分： |
委員会論文集 |
|---|