Development of seismic structural response analysis method based on the fault-structure system incorporating the inversion analysis
Development of seismic structural response analysis method based on the fault-structure system incorporating the inversion analysis
批准号:
23686065
负责人:
ICHIMURA Tsuyoshi
金额:
$16.64万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Young Scientists (A)
财政年份:
2011
资助国家:
日本
项目状态:
已结题
起止时间:
2011-04-01 至 2013-03-31
中文摘要
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英文摘要
With aiming to further improve the accuracy of estimate on seismic structural response, we developed a new analysis method which is based on the fault-structure system: the fault mechanism, wave propagation through the crust, amplification near the surface, and soil-structure interaction. To analyze this system at high resolution and accuracy, we developed the forward tool with resolving difficulties: the extremely large computation cost of constructing a three-dimensional numerical model and solving the discretized governing equations. The accuracy of this forward tool is verified by comparing it to a Green's function solution. We demonstrate the potential utility of the method by estimating the seismic response of a large and complex structure in a given earthquake scenario. Further, in order to increase the reliability of this method, we also developed a prototype of the inversion analysis system incorporating the forward tool.
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Three-dimensional seismic response analysis of underground ramp tunnel structure using massive numerical computation
基于大量数值计算的地下匝道隧道结构三维地震反应分析
DOI:
--
发表时间:
2011
期刊:
影响因子:
--
作者:
[Takemine Yamada, Muneo Hori, Tsuyoshi Ichimura, Hiroshi Dobashi, Yoshihiro Terashima, Naoto Ohbo, Takashi Obara]
通讯作者:
Takashi Obara
DEVELOPMENT OF SIMULATION FRAMEWORK OF SEISMIC RESPONSE ANALYSIS AND HIGH RESOLUTION TSUNAMI SIMULATION
地震响应分析和高分辨率海啸模拟仿真框架开发
DOI:
--
发表时间:
2012
期刊:
影响因子:
--
作者:
[Kohei Fujita, Tsuyoshi Ichimura, Muneo Hori, Lalith Wijerathne and Seizo Tanaka]
通讯作者:
Lalith Wijerathne and Seizo Tanaka
EVALUATION OF SEISMIC PERFORMANCE OF RAMP TUNNEL STRUCTURE DURING LEVEL-2 EARTHQUAKE BY MASSIVE 3-D NUMERICAL COMPUTATION
基于大规模三维数值计算的二级地震中匝道隧道结构抗震性能评价
DOI:
--
发表时间:
2012
期刊:
影响因子:
--
作者:
[Takemine YAMADA, Muneo HORI, Tsuyoshi ICHIMURA, Hiroshi DOBASHI, Naoto OHBO, Mitsumasa OSADA]
通讯作者:
Mitsumasa OSADA
DOI:
10.1093/gji/ggt320
发表时间:
2013-12
期刊:
Geophysical Journal International
影响因子:
2.8
作者:
[T. Ichimura;R. Agata;T. Hori;K. Hirahara;M. Hori]
通讯作者:
T. Ichimura;R. Agata;T. Hori;K. Hirahara;M. Hori
大規模数値解析を活用した大型ランプトンネル耐震設計における構造目地の影響検討
使用大规模数值分析检查结构缝对大型匝道隧道抗震设计的影响
DOI:
--
发表时间:
2012
期刊:
土木学会論文集A1(構造・地震工学)
影响因子:
--
作者:
[山田 岳峰, 市村強, 堀宗朗, 土橋浩, 大保直人]
通讯作者:
大保直人
共 22 条
Seismic Structural Analysis Method for Large-scale Structure
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批准号:20760300
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项目类别:Grant-in-Aid for Young Scientists (B)
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资助金额:$2.75万
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财政年份:2008
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负责人:ICHIMURA Tsuyoshi
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依托单位:
海外基金