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冲刷环境下跨海桥梁海陆地震动作用易损性对比研究 被引量:4
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作者 王德斌 夏青 +2 位作者 孙治国 王东升 刘朵 《工程科学与技术》 EI CSCD 北大核心 2021年第5期127-137,共11页
现有跨海桥梁抗震分析研究仍选用陆地地震动而忽略了海底与陆地地震动间的差异,且处于海洋环境中的桥梁下部结构在长时间流水冲刷下,桩周土体流失进而导致结构稳定性降低。本文以某跨海大桥引桥段为例,利用ABAQUS建立有限元计算模型,考... 现有跨海桥梁抗震分析研究仍选用陆地地震动而忽略了海底与陆地地震动间的差异,且处于海洋环境中的桥梁下部结构在长时间流水冲刷下,桩周土体流失进而导致结构稳定性降低。本文以某跨海大桥引桥段为例,利用ABAQUS建立有限元计算模型,考虑桩土作用和动水压力等因素影响,采用概率地震需求分析方法对不同冲刷环境下陆地和海底地震动作用下的桥墩、支座进行易损性分析。通过绘制桥墩、支座超越概率易损性曲线和超越概率增幅柱状图研究桥梁关键构件在海陆地震动和不同冲刷深度下的损伤发展规律。结果表明:对比陆地地震动作用,海底地震动作用下的桥墩更易损坏,且随着土体局部冲刷深度增加,桥墩破坏概率持续提高;冲刷深度对桥墩纵桥向破坏超越概率影响更为明显,同等强度地震动激励下,桥墩纵桥向破坏超越概率高于横桥向。支座较桥墩在相同工况作用下更易发生破坏,海底地震动作用下其破坏超越概率增幅普遍高于陆地地震动作用下;随着冲刷深度增加,支座破坏超越概率逐渐提高,且随着地震动强度的增加,相较于陆地地震动,海底地震动作用下支座破坏超越概率受冲刷深度的影响更加明显。 展开更多
关键词 桥梁抗震 陆地震动 局部冲刷深度 桩土作用 易损性分析
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洋山港水下多孔爆破陆地和水底震动实地测试与分析 被引量:4
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作者 陈江海 顾文彬 +3 位作者 王振雄 李宁 刘建青 徐景林 《振动与冲击》 EI CSCD 北大核心 2016年第24期207-212,220,共7页
为研究水下多孔爆破引起的水底和陆地震动特点,依托洋山港治理工程进行了水下多孔爆破水底和陆地震动测试试验并获得有效震动信号,利用频序小波包分解算法对震动信号进行频带分解和能量分布的对比分析。测试和分析结果表明,相比水底震动... 为研究水下多孔爆破引起的水底和陆地震动特点,依托洋山港治理工程进行了水下多孔爆破水底和陆地震动测试试验并获得有效震动信号,利用频序小波包分解算法对震动信号进行频带分解和能量分布的对比分析。测试和分析结果表明,相比水底震动,陆地震动持续时间延长,幅值衰减很大,频带更窄,主频更低,并且含有明显的次高频带;三个方向震动能量衰减都在90%以上,而以上下垂直向能量衰减最大,水平垂直于岸的南北向衰减最小;低频带小波包能量衰减最小,高频带小波包能量衰减最大,并且水平平行于岸的东西向和水平垂直于岸的南北向小波包能量衰减呈现振荡特征。 展开更多
关键词 水下多孔爆破 陆地震动 水底震动 小波包分析
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海底与陆地地震动反应谱比定量分析 被引量:7
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作者 谭景阳 胡进军 +1 位作者 周旭彤 杨泽西 《振动与冲击》 EI CSCD 北大核心 2021年第2期213-219,227,共8页
为了研究海底地震动与陆地地震动反应谱统计特性的差异,选取日本相模湾地区K-net的922组海底地震动记录和KiK-net的4599组陆地地震动记录,通过对海底与陆地地震动标准化弹性加速度反应谱以及弹塑性反应谱的对比分析表明:弹性反应谱的海... 为了研究海底地震动与陆地地震动反应谱统计特性的差异,选取日本相模湾地区K-net的922组海底地震动记录和KiK-net的4599组陆地地震动记录,通过对海底与陆地地震动标准化弹性加速度反应谱以及弹塑性反应谱的对比分析表明:弹性反应谱的海陆谱比变异较小,平均值可作为定量对比关系;当周期小于0.5 s时海域与陆地地震动的差异较小,当周期0.5 s以上时海域与陆地地震动反应谱的差异明显,海域地震动的竖向分量显著较小;对于等强度延性谱,当震级或震中距较小时,有必要考虑1.5 s及以上周期的水平方向海底与陆地地震动的差别;而对于竖向地震动,则需更加关注0.5 s以下短周期地震动的海底与陆地地震动的差异。 展开更多
关键词 海底地震动 陆地震动 弹性反应谱 等强度延性谱 谱比
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海底与近岸陆地地震动作用下跨海隔震连续梁桥地震反应比较
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作者 马海龙 王荣霞 +2 位作者 王宁宁 安正汉 王东升 《震灾防御技术》 CSCD 北大核心 2023年第2期338-346,共9页
跨海桥梁抗震时程分析通常采用陆地强震记录作为输入,因海底场地环境与陆地存在诸多差异,需对该方法进行深入研究。结合工程实际,利用ADINA软件建立基底固接跨海隔震连续梁桥分析模型。基于日本KiK-net台网选取震级及震中距相似的7个海... 跨海桥梁抗震时程分析通常采用陆地强震记录作为输入,因海底场地环境与陆地存在诸多差异,需对该方法进行深入研究。结合工程实际,利用ADINA软件建立基底固接跨海隔震连续梁桥分析模型。基于日本KiK-net台网选取震级及震中距相似的7个海底强震台站和7个近岸陆地强震台站各14条水平地震动(EW和NS方向独立考虑),沿桥梁纵桥向输入并进行地震反应时程分析,研究海底地震动和近岸陆地地震动输入下跨海隔震桥梁地震反应。通过对比桥墩最大变形及受力、主梁位移反应和支座最大剪应变,认为在大多数情况下,海底地震动作用下桥梁结构地震反应为近岸陆地地震动的1.3~1.9倍。跨海隔震桥梁抗震时程分析宜采用海底地震动作为输入。 展开更多
关键词 跨海桥梁 隔震连续梁桥 海底地震动 近岸陆地震动 地震反应
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Wavelet Analysis of Earthquake Activity in the West of the Chinese Mainland and Its Adjacent Area1
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作者 ShaoHuicheng FuZhengxiang +1 位作者 WangXiaoqing JiangZaisen 《Earthquake Research in China》 2005年第1期22-28,共7页
Wavelets are a useful tool for analyzing the time-frequency of a non-stable series and are widely applied in many fields. The process of earthquake preparation and occurrence is a non-linear process. In the paper, the... Wavelets are a useful tool for analyzing the time-frequency of a non-stable series and are widely applied in many fields. The process of earthquake preparation and occurrence is a non-linear process. In the paper, the wavelet method is used to analyze the series of earthquake data for the time period from 1900 to 2003 in the west of the Chinese mainland and its adjacent area (WCMAA), and to obtain the characteristic information for different time scales. In the past 103 years, there were four primary periods of regional earthquake activity in the area with durations of 42, 22, 7 and 14 years, respectively and the intensity of earthquake activity changing with time. It doesn’t make sense to talk about active or quiet periods of earthquake activity unless it is based on a specific time scale. In addition, the tendency analysis of earthquake activity using the primary period of seismic activity and wavelet coefficients of varied time scales indicates that the earthquake activity in this region will be high in the forthcoming years. 展开更多
关键词 west chinese mainland wavelet analysis earthquake activity time-variant
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Research on Strong Earthquake Tendency on Active Tectonic Block Boundaries in the Chinese Mainland 被引量:1
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作者 Zhang Langping Li Zhixiong +1 位作者 Shao Zhigang Yin Xiangchu 《Earthquake Research in China》 2011年第2期189-200,共12页
Previous studies have shown that the active tectonic block boundaries in the Chinese mainland are the main belts and concentration areas of strong earthquakes occurring in the Chinese mainland.It is essential to carry... Previous studies have shown that the active tectonic block boundaries in the Chinese mainland are the main belts and concentration areas of strong earthquakes occurring in the Chinese mainland.It is essential to carry out follow-up analysis of strong earthquake risk of active tectonic block boundaries.In this paper,we carry out the analysis on the tendency of strong earthquakes along each active tectonic block boundary from three aspects respectively,including the evolutionary characteristics of the Load/Unload Response Ratio time series,the probability method based on the log-normal distribution function,and variation of b value.The estimation of strong earthquake criticality on each active tectonic block boundary is done based on the evolutionary characteristics of the Load/Unload Response Ratio time series,the cumulative probability and conditional probability,and the decrease of the b value.Finally,according to the results of analyses on the above three aspects,the potential strong earthquake areas in the forthcoming 5 years in the Chinese mainland are discussed. 展开更多
关键词 Active tectonic-block boundary Load/Unload Response Ratio (LURR) Log-normal distribution b value Strong earthquake tendency Chinese mainland
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Terraces and Tectonic Uplifts at Yandantu and Changcaogou on the Northern Margin Fault of Altun
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作者 ZhengRongzhang XuXiwei +2 位作者 WangFeng LiJianping JiFengju 《Earthquake Research in China》 2004年第4期385-395,共11页
The formation of strath and strath terrace is closely related to tectonic uplift in the drainage basin. Based on the investigation of straths at Yandantu and Changcaogou on the eastern segment of the northern margin f... The formation of strath and strath terrace is closely related to tectonic uplift in the drainage basin. Based on the investigation of straths at Yandantu and Changcaogou on the eastern segment of the northern margin fault of Altun, and in combination with the paleoclimatic data, the tectonic uplift since late Epipleistocene as revealed by stream terraces at the two places is discussed. At Yandantu, three levels of stream terraces(T 1, T 2 and T 3)have developed since 16ka BP, where T 1, T 3 and T 2 are fill terraces and the buried major straths are exposed. The ages of three treads are dated to be about 16.1ka BP, 12.8ka BP and 6.2ka BP, respectively. The three terraces reflect three tectonic uplift events, while the ages of the treads represent the occurrence time of these events. The stream is still beveling the bedrock and widening the channel at present, and the modern strath is being generated. The uplift rate is 4.8~4.5mm/a since 16.1 ka BP in this area. From 12.8ka B.P to 6.2ka BP, The uplift rate was 6.4mm/a. The uplift rate is 3.1mm/a since 6.2ka BP. At Changcaogou, four levels of stream terraces(T 1, T 2, T 3 and T 1′)have developed since 7ka BP. All of them are fill terraces. There are buried straths under the deposits. The buried major strath is exposed on T 3 and T 2 and the minor strath on T 1′and T 1. The ages of treads of the three terraces (T 3, T 2 and T 1′) are 7 ka BP, 3 ka BP and 2.5 ka BP, respectively. The four terraces reflect two uplift events induced by tectonic activities. One occurred in about 7 ka BP, and the other in 3ka BP. The uplift rate is 5.9mm/a since 7.0 ka BP at Changcaogou. From 7ka BP to 3ka BP, the uplift rate was 7.0mm/a, and since 3ka BP till now, the uplift rate is 4.7 mm/a. 展开更多
关键词 Strath Tectonic uplift Northern margin fault of Altun Yandantu Changcaogou
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Two types of changes in apparent resistivity in earthquake prediction 被引量:31
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作者 DU XueBin1,2 1Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China 2Lanzhou Base of Earthquake Science Institute, China Earthquake Administration, Lanzhou 730000, China 《Science China Earth Sciences》 SCIE EI CAS 2011年第1期145-156,共12页
Two types of changes in apparent resistivity (AR) have been linked to earthquake occurrences. This paper studies the changes and their causes, in detail with the ultimate purpose of developing and assessing a method o... Two types of changes in apparent resistivity (AR) have been linked to earthquake occurrences. This paper studies the changes and their causes, in detail with the ultimate purpose of developing and assessing a method of earthquake (EQ) prediction. The AR changes of the first type (CFT) are considered to be precursors related to earthquakes (EQs); these appear mostly in the medium-term period before EQs and in the short-term period preceding EQs. The changes of the second type (CST) are characterized by a turning anomaly of a long-trend AR variation or the drastically descending/ascending anomaly superimposed on such a variation; these appear synchronously in large areas, such as the Chinese mainland, and northern and northwestern China, ect. Their spatio-temporal clusters correspond well to high seismicities in the areas and distant great EQs around the Chinese mainland. Based on the behaviors of the two types of changes, the AR changes observed prior to the Ms8.0 Wenchuan EQ of 2008 are studied. The results show that in the medium-term period before the EQ, noticeable anomalies appeared synchronously at four stations around the Songpan-Ganzi active block, but only weak upward changes were observed in the short-term period preceding the EQ, which caused the prediction of the imminent EQ to fail. 展开更多
关键词 strong earthquake apparent resistivity two types of changes spatio-temporal cluster Wenchuan earthquake
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