Study on Earthquake Damage Prediction for Core Urban Areas in Tohoku District and its Application to Urban Design for Disaster Prevention
Study on Earthquake Damage Prediction for Core Urban Areas in Tohoku District and its Application to Urban Design for Disaster Prevention
批准号:
12680466
负责人:
SHIBATA Akenori
金额:
$2.18万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2000
资助国家:
日本
项目状态:
已结题
起止时间:
2000 至 2001
中文摘要
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英文摘要
In this report, discussed were the methods and data of earthquake damage prediction in Tohoku urban areas, by which the local characteristics of each area could be reflected in the damage estimation. Five cities were considered for case studies, i. e., Sendai city in Miyagi pref., Hachinohe city in Aomori pref., Koriyama city in Hukushima pref., Akita city and Honjyo city in Akita pref..Deep ground structure in Sendai was investigated using information on microtremors, wave velocities in ground and difference in gravity (Motosaka). Using the ground model determined, prediction of ground motion intensity distribution was made for the 1978 Miyagiken-oki earthquake and for the anticipated Rifu-Nagamachi fault earthquake (Motosaka). Ground structure in Hachinohe city was investigated using microtremor data and records of earthquake measurement. (Sakajiri and Moro).Collection and analysis of data on the earthquake resistance capacity (Is value) of actual buildings in Tohoku urban areas were … More made (Shibata). Investigation on the effect of seismic retrofit of an actual RC building was made both by diagnosis calculation and by microtremor test. Prediction of ground motion intensity for 1983 Nihonkai-chubu earthquake and anticipated Akita-oki earthquake was made and maps of lifeline network were overlaid to the ground intensity map by GIS to be used for the damage prediction of lifelines. (Nogoshi). Three-dimensional vibration of a long building with slab deformation was investigated (Kurata). Investigation on the earthquake resistant capacity of wooden houses was made in Honjyo city and data were obtained on the distribution of construction age, soil condition, estimated resistance capacity (Kobayashi).Investigation on the local earthquake risk in Miyagiken-oki was made based on the report of Earthquake Investigation Committee of the Japanese Government. Probability models of earthquake occurrence in Miyagiken-oki were discussed using renewal process. Various probability models for the time interval of large earthquakes were investigated (Shibata).Analysis on the results of questionnaire on the consciousness of Sendai citizens to the earthquake disaster and its prevention was made and problems were pointed out in considering the seismic safety of regional areas taking account of local characteristics such as soil conditions, seismic resistance levels of buildings, etc. (Motosaka). Questionnaires on the consciousness to earthquake were conducted three times after 1983 Nihonkai-Chubu earthquake and the results were investigated from the viewpoint of preparedness for earthquake disaster (Nogoshi). Study on the present situation (buildings and sites) of heavily damaged areas in 1978 Miyagiken-oki earthquake was conducted (Sato). Also, in order to seek the possibility of risk management education, items on natural disaster were taken into consideration in town planning lessons at primary schools using international multi-media networks (Sato). Less
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SHIBATA Akenori: "Expression of Safety Limit Design Earthquake Force by Acceleration-Displacement Spectrum and Characteristics of Required Design Strength"Summaries of Technical Papers, Architectural Institute of Japan. B-1, Paper No. 20024. 47-48 (2001)
Shibata Akenori:“通过加速度位移谱表达安全极限设计地震力和所需设计强度的特征”技术论文摘要,日本建筑学会。
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MOTOSAKA Masato: "Estimation of Deep Underground Structure in Sendai Area Based on Microtremor Observations and Strong Motion Prediction"AIJ Journal of Technology and Design. No. 13. 53-56 (2001)
MOTOSAKA Masato:“基于微震观测和强运动预测的仙台地区深层地下结构估计”AIJ 技术与设计杂志。
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MORO Makoto: "Earthquake Response Performance of the Conventional Wooden Dwelling House of the Showa 60 Before in the Six Cities of the Tohoku Region"Summaries of Technical Papers, Architectural Institute of Japan. Paper No. 22136. 271-272 (2001)
MORO Makoto:《昭和60年前东北六市传统木结构住宅的地震响应性能》技术论文摘要,日本建筑学会。
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SHIBATA Akenori, (Co-author): "Design and Construction Practice of Seismic Retrofit of Existing RC Buildings in Tohoku Region"Sagami Shobou Co. Ltd.. 277 (2000)
Shibata Akenori,(合着):“东北地区现有RC建筑抗震改造的设计和施工实践”Sagami Shobou Co. Ltd.. 277 (2000)
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坂尻 直己: "Site Amplification in Hachinohe Observation Sites, Aomori, Japan -A Comparison of S-Waves, Coda and Microtremors Spectral Ratio"Proc. of the 12^<th> World Conference on Earthquake Engineering. (2000)
Naoki Sakajiri:“日本青森县八户观测站的现场放大 - 横波、尾波和微震频谱比的比较”第 12 届世界地震工程学会议论文集(2000 年)。
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共 26 条
Study on Information and Analysis Network on 3-Dimensional Ground Structure and Strong Motion Characteristics in Tohoku Urban Areas
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批准号:10680443
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$0.77万
-
财政年份:1998
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负责人:SHIBATA Akenori
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依托单位:
Study on Dynamic Damaging Properties of Ground Motions to RC Structures by Shaking Table Tests
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批准号:07458081
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$4.74万
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财政年份:1995
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负责人:SHIBATA Akenori
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依托单位:
Establishment of Analytical Environment of RC Frame Structures
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批准号:07558054
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$2.24万
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财政年份:1995
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负责人:SHIBATA Akenori
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依托单位:
An Ultimate Aseismic Design Procedure of Reinforced Concrete Frames Based on Probabilistic Method, Considering Variability of Earthquake Design Loads and Structural Properties
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批准号:63550402
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.47万
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财政年份:1988
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负责人:SHIBATA Akenori
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依托单位:
Use of 3-Dimensional Nonlinear Response to Multi-Directional Ground Motions in Earthquake Resistant Design of Reinforced Concrete Frames
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批准号:61550402
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.22万
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财政年份:1986
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负责人:SHIBATA Akenori
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依托单位:
海外基金