Strong ground motionsimulation using dynamic rupture model and application to the historical earthquake
Strong ground motionsimulation using dynamic rupture model and application to the historical earthquake
批准号:
12680461
负责人:
MIYATAKE Takashi
金额:
$2.18万
依托单位:
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
利用计算机模拟研究了走滑断层附近强地震动的性质。在均匀弹性半空间或层状半空间中,断裂过程用固定破裂速度的应力释放来模拟。采用交错网格四阶三维有限差分法计算了断层上的地震动和滑动历史。假定断层破裂从一点开始,以0.8倍剪切波速作圆周传播。本文主要研究地震动速度矢量的空间分布,即强震的方向。在双向破裂传播的情况下,在断层中心附近出现较强的断层平行地震动,在断层边缘附近出现断层地速度的正向运动;在单向破裂传播的情况下,在起点附近出现断层平行地震动,但幅度小于双向破裂传播的情况。在破裂终点附近,断层的正向运动占主导地位。将所得结果应用于1927年Tango地震、1930年北伊豆地震和1948年福井地震的震害数据,特别是简单物体倾覆和木屋倒塌的方向数据,发现方向数据的空间分布反映了震源过程产生的强地面运动。
英文摘要
Computer simulation was used to study the nature of the strong ground motion near the strike slip fault. The faulting process was modeled by stress release with fixed rupture velocity in a uniform elastic half-space or layered half space. The fourth-order 3D finite difference method with staggered grids was employed to compute both ground motions and slip-histories on the fault. The fault rupture was assumed to start from a point and propagate circularly with 0.8 times shear wave velocity. In the present paper, we focused on the spatial pattern of ground velocity vectors I.e. the direction of strong motions. In the case of bilateral rupture propagation, the strong fault parallel ground motion appeared near the center of the fault.The fault normal motions of ground velocity appeared near the edges of the fault.In the case of unilateral rupture, the fault parallel motion appeared near the starting point but the amplitude was lower than that for the bilateral rupture case. The fault normal motion was predominant near the terminal point of the rupture. The results were applied to the earthquake damage data, especially the directions that simple bodies overturned and wooden houses collapsed caused by the 1927 Tango, the 1930 Kita-Izu, and the 1948 Fukui earthquakes.The spatial distributions of the direction data were found to reflect the strong ground motions generated from the earthquake source process.
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境有紀, 吉岡伸悟, 纐纈一起, 壁谷澤寿海: "1999年台湾集集地震に基づいた建物被害を予測する地震動の破壊力指標の検討"日本建築学会構造系論文集. No.549. 43-50 (2001)
Yuki Sakai、Shingo Yoshioka、Kazuki Kokei、Hisami Kabeyazawa:“基于 1999 年台湾 Chi-Chi 地震的地震破坏力指数研究,用于预测建筑物损坏”日本建筑学会结构工程学报第 549 期。 43- 50 (2001)
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Kudo, K., T. Kanno, H. Okada, O. Ozel, M. Erdik: "Microtremors and Aftershock Observations"Infenaitional Journal for Housing Science and Its Applications,. 24. 99-104 (2000)
Kudo, K.、T. Kanno、H. Okada、O. Ozel、M. Erdik:“微震和余震观测”住房科学及其应用的 Infenaitional 杂志。
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Sakai Y, S. Yoshioka, K. Koketsu, T. Kabeyasawa: "Investigation on indices of representing destructive power of strong ground motions to estimate damage to buildings based on the 1999 Chi-Chi Earthquake, Taiwan"J. Struct. Constr. Eng., AIJ. No. 549. 43-50
Sakai Y、S. Yoshioka、K. Koketsu、T. Kabeyasawa:“以 1999 年台湾集集地震为基础,对代表强地震动破坏力的指标进行研究,以估计对建筑物的损害”J。
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境有紀,南忠夫,壁谷澤寿海: "地震動の単純化および距離減衰式を用いて基盤動をサイン波1波で与える方法"構造工学論文集. 46B. 399-404 (2000)
Yuki Sakai、Tadao Minami、Hisami Kabeyazawa:“简化地震运动并使用距离衰减公式将基岩运动作为单个正弦波”结构工程杂志 46B 399-404 (2000)。
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吉岡伸悟, 境有紀, 工藤一嘉, 壁谷澤寿海: "鉄筋コンクリート造学校建物で観測された強震記録と地震応答解析"コンクリート工学年次論文報告集. 23・3. 1195-2000 (2001)
Shingo Yoshioka、Yuki Sakai、Kazuyoshi Kudo、Hisami Kabeyazawa:“钢筋混凝土校舍中观察到的强震动记录和地震响应分析”混凝土工程年论文报告 23・3(2001)。
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共 16 条
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Study on estimation of dynamic faulting parameters for strong ground motion simulations
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Study on strong ground motion generated from dynamic rupture model
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