Ground Motion of Subduction Earthquakes for Seismic Design
用于抗震设计的俯冲地震地面运动
基本信息
- 批准号:05044089
- 负责人:
- 金额:$ 4.8万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for international Scientific Research
- 财政年份:1993
- 资助国家:日本
- 起止时间:1993 至 1995
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
1. Site investigation at strong-motion sites in the central part of Chile.At 9 strong-motion sites where strong-motion records have been obtained in the 1985 Central Chile earthquake, microtremor array observations were conducted to estimate the shear-wave velocity profiles at the sites. The microtremors were also observed in Santiago where the strong-motion array have been developed. The results contributed to complete information about site characteristics at strong-motion sites in the central part of Chile.2. Construction of strong-motion databaseThe database of the strong-motion records from Chilean and Japanese earthquakes were constructed. About 100 Chilean data and more than 500 Japanese data were compiled in the database. In the database, imformation about site characteristics of the strong-motion sites were also included.3. Analysis of strong-motion records from subduction earthquakesGround motion parameters such as peak ground acceleration, velocity and response spectra were computed for strong-motion records in the database. The source, propagation path and site effects on the ground motion parameters were analyzed. The results indicate that (1) site effects are significant in longer periods, (2) the amplitude of ground motion increases with increase of the source depth, (3) earthquakes in the ocean plate tend to generate stronger seismic waves than those in the continental plate, and (4) attenuation of seismic waves from large earthquakes in the ocean plate is smaller.4. Evaluation of ground motion characteristics from large subduction earthquakesEmpirical relationships for predicting peak acceleration and velocity were proposed in terms of earthquake magnitude, fault distance, source depth, and average shear-wave velocity of ground. It was also pointed out that ground motion from large subduction earthquakes is considered to have longer-period contents, smaller attenuation decay, and larger amplitudes from deeper events.
1.智利中部强震场地的现场调查:在1985年智利中部地震中获得强震记录的9个强震场地,进行了微动台阵观测,以估计场地的剪切波速度剖面。在圣地亚哥也观测到了微震,那里的强震台阵已经研制成功。研究结果为智利中部强震场地特征提供了完整的信息.强震数据库的建立建立了智利和日本地震强震记录数据库。数据库中汇编了大约100个智利数据和500多个日本数据。在数据库中,还包括强震场地的场地特征信息.俯冲地震的强震记录分析计算了数据库中强震记录的地震动参数,如峰值地面加速度、速度和反应谱。分析了地震动的震源、传播路径和场地效应对地震动参数的影响。结果表明:(1)场地效应在较长周期内是显著的;(2)地震动振幅随震源深度的增加而增大;(3)海洋板块地震比大陆板块地震产生的地震波更强;(4)海洋板块大地震的地震波衰减较小.大规模俯冲地震地震动特征的评价本文提出了预测峰值加速度和速度的经验关系式,这些关系式涉及地震震级、断层距离、震源深度和地面平均剪切波速度。同时指出,俯冲型大地震的地震动具有较长的周期、较小的衰减衰减和较大的振幅。
项目成果
期刊论文数量(17)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
R.Riddell: "Effects of Soil Conditions on Inelastic Response Spectra" Proc.the Ninth Japan Earthq.Eng.Sympo.3. 145-150 (1994)
R.Riddell:“土壤条件对非弹性响应谱的影响”Proc.the Ninth Japan Earthq.Eng.Sympo.3。
- DOI:
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R.RIDDELL: "STRONG-MOTION RECORDING IN CHILE" Proc.of the International Workshop on Strong Motion Data. (in Printing). (1994)
R.RIDDELL:强运动数据国际研讨会的“智利强运动记录”Proc.。
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- 影响因子:0
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Midorikawa,Si and Matsuoka: "Empirical analysis of peak horizontal velocity for the IIyogo-ken Nanbu,Japan earthquake of January 17,1995" Proc.11th World Conference on Earthquake Eng.(印刷中). (1996)
Midorikawa、Si 和 Matsuoka:“1995 年 1 月 17 日日本 IIyogo-ken Nanbu 地震的峰值水平速度的实证分析”第 11 届世界地震工程会议(1996 年)。
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Ohmachi: "Preliminary review of Japanese seismic codes for civil structures" Proc.International Symposium Lessons Learned in Recent Earthquakes. 1. 41-48 (1995)
Ohmachi:“日本土木结构抗震规范的初步审查”Proc.国际研讨会在最近地震中学到的教训。
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- 影响因子:0
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Midorikawa, Si and Matsuoka: "Attenuation of peak horizontal acceleration and velocity observed during recent large earthquakes in Japan" Proc.International Workshop on Site Response Subjected to Strong Earthquake Motions. (In Printing). (1996)
Midorikawa、Si 和 Matsuoka:“日本近期大地震期间观察到的峰值水平加速度和速度的衰减”Proc.国际强地震现场响应研讨会。
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OHMACHI Tatsuo其他文献
OHMACHI Tatsuo的其他文献
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{{ truncateString('OHMACHI Tatsuo', 18)}}的其他基金
Evaluation of earthquake-induced displacement of engineering bedrock in near-field and its effect on performance of buried pipelines
近场地震引起的工程基岩位移评价及其对埋地管道性能的影响
- 批准号:
19560471 - 财政年份:2007
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research (C)
Development of an early detection method for near field tsunamis
开发近场海啸早期检测方法
- 批准号:
13480119 - 财政年份:2001
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Tsunami simulation taking into account dynamic seabed displacement due to seismic faulting
海啸模拟考虑了地震断层引起的动态海底位移
- 批准号:
11480099 - 财政年份:1999
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research (B).
Evaluation of Ground Motion for Urban Structures by Near Field Earthquake
近场地震对城市结构地震动的评价
- 批准号:
08248107 - 财政年份:1996
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research on Priority Areas
Development and Performance Tests of Deployable Display Stands for Art Objects Viable in Severe Earthquakes
可在严重地震中保存的艺术品的可展开展示架的开发和性能测试
- 批准号:
07808050 - 财政年份:1995
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research (C)
Evaluation of ground-motion characteristics for seismic hazard prediction
地震灾害预测中的地面运动特征评估
- 批准号:
07555140 - 财政年份:1995
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Characterization of near-field ground motion and its application to seismic design
近场地震动特征及其在抗震设计中的应用
- 批准号:
07305017 - 财政年份:1995
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Development of Strong-Motion Observation Network Adaptable to Earthquake Education for Citizens and Students
适应公民和学生地震教育的强震观测网络建设
- 批准号:
63890009 - 财政年份:1988
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Developmental Scientific Research (B).
Development of a simple system to measure shear modulus of soft ground surface
开发测量软土地面剪切模量的简单系统
- 批准号:
59850085 - 财政年份:1984
- 资助金额:
$ 4.8万 - 项目类别:
Grant-in-Aid for Developmental Scientific Research
相似海外基金
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