Abstract
This paper investigates factors causing difference of site amplification in the Kashiwazaki-Kariwa Nuclear Power Station in the 2007 Niigataken Chuetsu-oki earthquake. To consider 3D response by asperities outside the section of 2D folded structure, FEM analysis is performed with vertical and horizontal incident angles. At Unit 1 above syncline, amplification of 2D model is larger than that of 1D model directly under the point when incidence is closer to vertical as the third asperity. This is due to folds of both first and second boundaries. At Unit 5 above anticline, amplification of 2D model corresponds to that of 1D model.
| Original language | English |
|---|---|
| Pages (from-to) | 71-78 |
| Number of pages | 8 |
| Journal | Journal of Structural and Construction Engineering |
| Volume | 76 |
| Issue number | 659 |
| DOIs | |
| Publication status | Published - 2011 |
| Externally published | Yes |
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Keywords
- 2007 Niigataken Chuetsu-oki earthquake
- Analysis
- FEM
- Folded structure
- Kashiwazaki-Kariwa Nuclear Power Station
- Site amplification
ASJC Scopus subject areas
- Building and Construction
- Architecture
Cite this
Examination of relation between locations of asperities and site amplification characteristics of ground motions by analysis considering the folded structure - Estimation based on the strong motion records obtained from the 2007 Niigataken Chuetsu-oki earthquake in the Kashiwazaki-Kariwa Nuclear Power Station. / Watanabe, Tetsushi; Moroi, Takafumi; Tokumitsu, Ryoichi; Nishimura, Isao; Hijikata, Katsuichirou.
In: Journal of Structural and Construction Engineering, Vol. 76, No. 659, 2011, p. 71-78.Research output: Contribution to journal › Article
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TY - JOUR
T1 - Examination of relation between locations of asperities and site amplification characteristics of ground motions by analysis considering the folded structure - Estimation based on the strong motion records obtained from the 2007 Niigataken Chuetsu-oki earthquake in the Kashiwazaki-Kariwa Nuclear Power Station
AU - Watanabe, Tetsushi
AU - Moroi, Takafumi
AU - Tokumitsu, Ryoichi
AU - Nishimura, Isao
AU - Hijikata, Katsuichirou
PY - 2011
Y1 - 2011
N2 - This paper investigates factors causing difference of site amplification in the Kashiwazaki-Kariwa Nuclear Power Station in the 2007 Niigataken Chuetsu-oki earthquake. To consider 3D response by asperities outside the section of 2D folded structure, FEM analysis is performed with vertical and horizontal incident angles. At Unit 1 above syncline, amplification of 2D model is larger than that of 1D model directly under the point when incidence is closer to vertical as the third asperity. This is due to folds of both first and second boundaries. At Unit 5 above anticline, amplification of 2D model corresponds to that of 1D model.
AB - This paper investigates factors causing difference of site amplification in the Kashiwazaki-Kariwa Nuclear Power Station in the 2007 Niigataken Chuetsu-oki earthquake. To consider 3D response by asperities outside the section of 2D folded structure, FEM analysis is performed with vertical and horizontal incident angles. At Unit 1 above syncline, amplification of 2D model is larger than that of 1D model directly under the point when incidence is closer to vertical as the third asperity. This is due to folds of both first and second boundaries. At Unit 5 above anticline, amplification of 2D model corresponds to that of 1D model.
KW - 2007 Niigataken Chuetsu-oki earthquake
KW - Analysis
KW - FEM
KW - Folded structure
KW - Kashiwazaki-Kariwa Nuclear Power Station
KW - Site amplification
UR - http://www.scopus.com/inward/record.url?scp=84863183361&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84863183361&partnerID=8YFLogxK
U2 - 10.3130/aijs.76.71
DO - 10.3130/aijs.76.71
M3 - Article
AN - SCOPUS:84863183361
VL - 76
SP - 71
EP - 78
JO - Journal of Structural and Construction Engineering
JF - Journal of Structural and Construction Engineering
SN - 1340-4202
IS - 659
ER -