上下動を考慮した簡便な盛土の地震応答解析手法の提案
広島大学大学院工学研究科研究報告 Volume 55 Issue 1
Page 27-34
published_at 2006-12
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| File | |
| Title ( jpn ) |
上下動を考慮した簡便な盛土の地震応答解析手法の提案
|
| Title ( eng ) |
A Proposal on the Simple and Easy Method of Seismic Response Calculation of Embankments Considering Vertical Seismic Motion
|
| Creator |
Hata Yoshiya
Kano Seiji
Yamashita Norihiko
|
| Source Title |
広島大学大学院工学研究科研究報告
Bulletin of the Graduate School of Engineering, Hiroshima University
|
| Volume | 55 |
| Issue | 1 |
| Start Page | 27 |
| End Page | 34 |
| Abstract |
Since the UD direction ground motions of the Hyogoken-nambu and Niigataken-chuetsu earthquakes were very large, it suffered the seismic damage that earth structures was very enormous. However, the effects which vertical seismic motion exerts on the destruction of embankment aren't taken sufficiently into account in the seismic design of the earth structures, So, in this study, the simple and easy calculation method of seismic response calculation that the vibration characteristics in the horizontal and vertical direction of embankments were taken into consideration at the same time is proposed. Then, the modified Newmark method that response characteristics in both directions of embankments were taken into consideration is proposed.
|
| Keywords |
Embankment, horizontal and vertical seismic response, modified Newmark method
|
| NDC |
Architecture. Building [ 520 ]
|
| Language |
jpn
|
| Resource Type | departmental bulletin paper |
| Publisher |
広島大学大学院工学研究科
|
| Date of Issued | 2006-12 |
| Publish Type | Version of Record |
| Access Rights | open access |
| Source Identifier |
[ISSN] 1347-7218
[NCID] AA11700032
|
