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苏通桥对非一致地震地面运动的反应和人工波质量的讨论 被引量:12
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作者 秦权 孙晓燕 +2 位作者 贺瑞 丁志峰 温国樑 《工程力学》 EI CSCD 北大核心 2006年第9期71-83,188,共14页
台湾集集地震SMART-II密集台阵的,带有GPS国际标准时间校准的7群非一致地震地面加速度记录,和2群以杂交法针对苏通桥桥位断层和地质构造产生的非一致地震人工地面加速度时程历史作为输入,分析了世界最大跨斜拉桥——苏通桥——对非一致... 台湾集集地震SMART-II密集台阵的,带有GPS国际标准时间校准的7群非一致地震地面加速度记录,和2群以杂交法针对苏通桥桥位断层和地质构造产生的非一致地震人工地面加速度时程历史作为输入,分析了世界最大跨斜拉桥——苏通桥——对非一致地震地面运动的变形和内力反应。每群地震输入由两个或三个台站的三分量加速度记录组成。还考虑顺桥向与波传播方向、断层走向间不同夹角、大桥是否跨越断层的情况下非一致地震地面运动的反应,并与由每群台站记录中含最大水平地面峰值加速度的记录构成的一致地震地面运动的反应做了比较。比较表明:尽管相应的一致地震输入是由一群台站记录中含最大水平地面峰值加速度的记录组成,苏通桥的半数非一致地震反应仍比相应的一致地震反应大,个别情况的非一致反应甚至比一致反应大得多。因此,苏通桥这样的特大桥的抗震设计应当考虑非一致地震的影响。还提出桥梁设计者应根据桥的动力特性对地震安全性评价提出所需的地震动参数。还检查了有关部门对苏通桥抗震设计提供的人工加速度波的反应谱和互相关系数,结果表明桥梁设计者应当在多方面检查所提供的人工波的质量。 展开更多
关键词 非一致地震地面运动 场地效应 失相干效应 波传播效应 密集台阵 斜拉桥
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基于贝叶斯理论的反射率法煤田地震波阻抗反演 被引量:2
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作者 杨真 高振宇 刘兴业 《煤田地质与勘探》 CAS CSCD 北大核心 2020年第3期204-210,218,共8页
地震波阻抗反演可以直接提供地下介质的弹性信息,为后续的煤层识别,水通道预测以及陷落柱识别等提供可靠的资料。在面对复杂地质条件时,现有的波阻抗反演方法精度较低,不能满足实际勘探的需求。反射率法通过求解弹性波动方程获得弹性参... 地震波阻抗反演可以直接提供地下介质的弹性信息,为后续的煤层识别,水通道预测以及陷落柱识别等提供可靠的资料。在面对复杂地质条件时,现有的波阻抗反演方法精度较低,不能满足实际勘探的需求。反射率法通过求解弹性波动方程获得弹性参数信息,能够模拟全波场响应以及地震波的各种传播效应,能更精确地考虑透射损失、多次波等引起的地震波振幅和相位变化,精度较高,且计算效率高于其他波动方程求解方法。因此,基于贝叶斯框架,建立了反射率法的反演目标函数并通过引入柯西分布作为先验分布提高反演结果的分辨率,形成了一种基于贝叶斯的反射率法波阻抗反演方法。将该方法应用于布尔台煤矿地震数据中,获得的波阻抗反演结果与测井资料匹配度较好,相比于常规方法分辨率更高,精度高,能够有效识别薄煤层和深部煤层分布,有效验证了新方法的可行性和有效性。该方法能为利用地震反演技术识别煤层及陷落柱等小构造,预测顶底板水分布提供有力的资料。 展开更多
关键词 地震反演 反射率法 贝叶斯理论 波传播效应 煤田勘探
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Spatial Distribution of Large-scale Landslides Induced by the 5.12 Wenchuan Earthquake 被引量:23
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作者 XU Qiang ZHANG Shuai LI Weile 《Journal of Mountain Science》 SCIE CSCD 2011年第2期246-260,共15页
The 5.12 Wenchuan Earthquake in 2008 induced hundreds of large-scale landslides. This paper systematically analyzes 112 large-scale landslides (surface area > 50000 m2), which were identified by interpretation of r... The 5.12 Wenchuan Earthquake in 2008 induced hundreds of large-scale landslides. This paper systematically analyzes 112 large-scale landslides (surface area > 50000 m2), which were identified by interpretation of remote sensing imagery and field investigations. The analysis suggests that the distribution of large-scale landslides is affected by the following four factors: (a) distance effect: 80% of studied large-scale landslides are located within a distance of 5 km from the seismic faults. The farther the distance to the faults, the lower the number of large-scale landslides; (b) locked segment effect: the large-scale landslides are mainly located in five concentration zones closely related with the crossing, staggering and transfer sections between one seismic fault section and the next one, as well as the end of the NE fault section. The zone with the highest concentration was the Hongbai-Chaping segment, where a great number of large-scale landslides including the two largest landslides were located. The second highest concentration of large-scale landslides was observed in the Nanba-Donghekou segment at the end of NE fault, where the Donghekou landslide and the Woqian landslide occurred; (c) Hanging wall effect: about 70% of the large-scale landslides occurred on the hanging wall of the seismic faults; and (d) direction effect: in valleys perpendicular to the seismic faults, the density of large-scale landslides on the slopes facing the seismic wave is obviously higher than that on the slopes dipping in the same direction as the direction of propagation of the seismic wave. Meanwhile, it is found that the sliding and moving directions of large-scale landslides are related to the staggering direction of the faults in each section. In Qingchuan County where the main fault activity was horizontal twisting and staggering, a considerable number of landslides showed the feature of sliding and moving in NE direction which coincides with the staggering direction of the seismic faults. 展开更多
关键词 5.12 Wenchuan Earthquake LANDSLIDES Distribution pattern Direction effect Locked segment effect
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