| Project/Area Number |
02045018
|
|---|
| Research Category |
Grant-in-Aid for international Scientific Research
|
| Allocation Type | Single-year Grants |
|---|
| Section | University-to-University Cooperative Research |
|---|
| Research Institution | Toyohashi University of Technology |
|---|
Principal Investigator |
KURIBAYASHI Eiichi Dept. of Regional Planning, Toyohashi University of Technology . Professor, 工学部, 教授 (10158884)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
蒋 通 同済大学, 副教授
沈 小白 同済大学, 副教授
DU Jian Tongji University . Professor, 教授
章 在 同済大学, 教授
徐 植信 同済大学, 教授
LEELAWAT Chartchai Dept. of Regional Planning, Toyohashi University of Technology . Research Associ, 工学部, 教務職員 (70242922)
KAWAMURA Makoto Dept. of Regional Planning, Toyohashi University of Technology . Associate Profe, 工学部, 助教授 (30115555)
KONNO Akira Dept. of Regional Planning, Toyohashi University of Technology . Professor, 工学部, 教授 (60126935)
JIANG Tong Tongji University . Vice-Professor
SHEN Xiaobai Tongji University . Vice-Professor
ZHANG Zaiyong Tongji University . Professor
XU Zhixin Tongji University . Professor
章 在よん 同済大学, 教授
新納 格 豊橋技術科学大学, 工学部, 教務職員 (70198422)
章 在〓 同済大学, 教授
|
|---|
| Project Period (FY) |
1990 – 1992
|
| Project Status |
Completed (Fiscal Year 1992)
|
| Budget Amount *help |
¥6,200,000 (Direct Cost: ¥6,200,000)
Fiscal Year 1992: ¥2,000,000 (Direct Cost: ¥2,000,000)
Fiscal Year 1991: ¥2,000,000 (Direct Cost: ¥2,000,000)
Fiscal Year 1990: ¥2,200,000 (Direct Cost: ¥2,200,000)
|
|---|
| Keywords | Array seismic motion observation / Amplification effect / Irregular site / Urban seismic disaster / System analysis / Boundary method / Microtremors observation / アレ-地震観測 |
|---|
| Research Abstract |
In the joint study on urban seismic disaster of irregular site, the effects of irregular topography site in behavior of ground motions and urban seismic disasters are investigated. The first part of the study the seismic motion observation in China (Tongji University) and Japan(Toyohashi University of Technology) were carried out. From the analysis the results showed the spectral ratios of different earthquake indicate the same tendency for individual observation point regardless of the input earthquake motion, such as the epicenter, incident direction and the magnitude. In order to compare the amplification effects of the observational results and theoretical results, the analysis based on the actual ground conditions has been performed by using 1-dimensional and 2-dimensional model. It was found that the amplification was not influenced very much by the direction and angle of incident wave but by the topographical conditions. From the response analyses of axisymmetric valleys subject
… More
ed to incident waves, it found that
a) The corresponding amplification is maximum at the valley center and decreases toward the edges.
b) The fundamental resonance frequencies depend only on two parameters, namely, the onedimensional frequency at the valley center and the shape ratio, regardless of the incident wave field and the impedance contrast. The proposed empirical formulas can estimate accurately the fundamental frequencies.
c) The fundamental resonance amplitudes at the valley center depend on the shape ratio and the impedance contrast. The proposed empirical formulas can estimate approximately the fundamental resonance amplitudes.
In the second part the estimation of earthquake risk in urban areas (Shanghai and Tokyo) are considered. By the using the probabilistic method, the malfunction of the roads and streets during earthquake were influenced by the collapse of houses and building and the destruction of them by fire. From earthquake evacuation risk evaluation, the results showed that the evacuation risks of inhabitants were influenced by population density, the malfunction of the roads and streets and number of refuge islands. And in the study the past histrical earthquakes, subsoil conditions and structural characteristics of residential houses and building , it was found that the earthquake risk in Shanghai were lower than in Tokyo. Less
|
