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排序方式: 共有882条查询结果,搜索用时 31 毫秒
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The impact of dropped anchor on submarine photoelectric composite cables may possibly cause electrical faults, i.e. electricity and optical signal transmission failure. In order to study the impact capacity and structural impact failure mechanism, a test setup is designed originally to examine the structural and functional integrity. A detailed finite element model (FEM) is created, considering material nonlinearity and component interaction. A parametric analysis has been performed to predict the deformation of components and impact forces, under different impact velocities and collision directions. Relationships between the armor layer indentation rate and that of internal power and optical units are achieved. The impact deformation of internal entities can be evaluated intuitively by armor layer indentation. The proposed experimental and numerical methods are well correlated, suitable to assess the impact capacity of subsea power cables and assist the protection design of subsea power cables in engineering. 相似文献
3.
青海东南部农村民居结构特点及抗震能力分析 总被引:1,自引:1,他引:0
我国农村民居的抗震能力具有显著的地域特点。本文基于现场调研结果总结了青海东南部黄河流域农村民居的结构特点,并对其抗震能力进行了评估。庄廓院是调研区内的典型农村民居,本文对调研区内庄廓院的木构架房屋进行研究,提出庄廓土墙围护木构架房屋的震害等级分类标准,根据实际震害资料和类比的方法确定了当地土墙围护木构架结构的震害矩阵和震害指数与峰值加速度的关系曲线。与云南鲁甸农村的土木结构房屋比较,青海庄廓院民居具有更高的抗震能力;与未设防的砖混结构比较,这种土墙围护的木构架结构在高烈度区造成人员伤亡的风险更低。 相似文献
4.
This paper expounds the features of the buildings and analyzes the seismic disaster characteristics of the Jiuzhaigou M_S7. 0 earthquake in the area between Songpan and Jiuzhaigou. New buildings (especially the frame structure) had good anti-seismic performance,but brick-wood structures and brick-concrete structures sustained large amounts of damage in the earthquake. By computing the seismic damage index,we found that the seismic damage index of the frame structure was far less than that of civil structures and brick-wood structures. The seismic damage index of frame structures were all zero in the Ⅵ area,and increased rapidly with the increase of intensity,but the increasing range was reduced. We also discussed how to evaluate the intensity in areas where there was a lack of buildings or there was only one structure type,which can be referenced in future field work. 相似文献
5.
Geomorphic effectiveness has been an influential concept in geomorphology since its introduction by Reds Wolman and John Miller in 1960. It provided a much needed framework to assess the significance of an event by comparing event magnitude to the resultant geomorphic effects. Initially, this concept was applied primarily in river channels, under the linear assumption that geomorphic responses to similarly sized flood events will be consistent. Numerous authors have since attempted to quantify a direct, proportional relationship between event magnitude and different forms of geomorphic response in a variety of geomorphic settings. In doing so, these investigations applied an array of metrics that were difficult to compare across different spatiotemporal scales, and physiographic and geomorphic environments. Critically, the emergence of other geomorphic concepts such as sensitivity, connectivity, thresholds, and recovery has shown that relationships between causes (events) and geomorphic effects (responses) are often complex and non‐linear. This paper disentangles the complex historical development of the geomorphic effectiveness concept and reviews the utility of various metrics for quantifying effectiveness. We propose that total energy (joules) is the most appropriate metric to use for quantifying the magnitude of disturbance events (cause) and volumetric sediment flux associated with landform modification is the most appropriate metric for quantifying geomorphic effects. While both metrics are difficult to quantify, they are the only ones which facilitate comparison across a range of spatiotemporal scales (comparability) in a variety of geomorphic environments (flexibility). The geomorphic effectiveness concept can continue to be useful provided that geomorphologists use flexible and comparable metrics. Today, geomorphologists are better prepared to consider the influence of non‐linear processes on determinations of geomorphic effectiveness, allowing investigators to not only determine if a disturbance event was effective but also to explain why or why not. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
6.
利用空气质量监测资料、常规气象资料,根据气象条件的水平和垂直扩散能力,以及地面湿度和动力条件等分析了2017年1月27—29日长沙地区这次严重空气污染事件的污染特征。结果表明:污染发生时段,南支槽不断加深东移,槽前势力强盛的西南气流将孟加拉湾一带的水汽向长沙地区输送,进一步增加了该地区的空气湿度。同时,持续东移的脊前暖平流对长沙中低层大气增温有显著影响,为稳定的大气层结创造了有利条件。长沙处于弱高压的底后部,受大范围的弱鞍型场及均压场控制,地面有暖倒槽发展,且由于高压较弱,导致地面和低空的风速较小,不利于污染物的水平扩散,同时有利于夜间地面的辐射降温。稳定的大气环流形势为霾天气和严重污染提供了持续稳定的大气环境场,逆温结构和稳定温度层结在一定程度上减弱了大气在垂直方向上的湍流交换和热力对流,大气中的污染颗粒不易扩散,为此次污染事件的维持、加剧提供了重要的气象条件。长沙地区处在罗霄山脉和雪峰山脉之间的湘江故地,受周边地形阻挡的影响,污染物在下沉气流的控制下聚集到长沙地区后,很难通过水平输送离开,这也是造成此次霾污染的原因之一。 相似文献
7.
《Comptes Rendus Geoscience》2018,350(8):452-463
Fracture process is investigated using finite-difference simulations with a new constitutive model. It is shown that both geometry and fracture mechanism itself depend on the preexisting heterogeneities that are stress concentrators. In the brittle regime (low pressure, P), Mode-I fractures propagate normal to the least stress σ3 from the imposed weak zones. At high P, shear deformation bands are formed oblique to σ3. At intermediate values of P, the fracture process involves both shear banding and tensile cracking and results in the initiation and propagation of pure dilation bands. The propagating band tip undulates, reacting on the failure mechanism changes, but its global orientation is normal to σ3. The σ3-normal fractures are joints. There are thus two types of joints resulting from Mode-I cracking and dilation banding, respectively. The obtained numerical results are in good agreement with and explain the results from previous similar experimental study. 相似文献
8.
基于同一区划方法、指标体系,使用1961—2014年辽宁省52站气象观测资料,分析辽宁省气温、气候区划指标、范围及界线的变动特征。结果表明:辽宁省年均气温在1988年发生一次突变,突变后气温开始显著上升;≥10 ℃积温日数比较显著地响应气温突变,而干燥指数、7月平均气温变化不显著。在空间分布上区划指标值均存在不同程度的变化。① 全省≥10 ℃积温日数均出现增加,但在中西部地区显著增加;② 在盘锦-抚顺一线以北(南),气候总体呈不显著变湿(干)趋势;③ 7月平均气温呈缓慢上升趋势。区划范围及界线位置出现更加显著地变化:① 暖温带范围主要向北向东扩展,中温带向东收缩;② 半湿润区范围主要向北向西扩展,半干旱区向西北方向收缩,湿润区范围基本不变;③ Tb范围显著向北向东扩展,Ta范围向北向东收缩。在此基础上分析了气候格局变化的可能气候成因,发现突变后≥10 ℃积温日数期间500 hPa高度场增加与4月和10月东亚冬季风减弱,4—10月东北冷涡持续天数增加和7月500 hPa高度场增加,可能分别是温度带,Tb区、Ta区和半湿润区、半干旱区变化的原因。 相似文献
9.
2018年8月19日,在斐济东部海域563 km深处发生了一次MW8.2地震.我们首先挑选位于美国阿拉斯加地区的131个宽频带台站构成台阵,选用垂直分量0.5~2 Hz的高频信号,利用广义台阵反投影技术对这次地震的破裂过程进行了成像,然后基于破裂速度对地震的辐射效率进行了估计.结果表明,这次地震总体上呈单侧破裂,破裂方位在3.0°左右,破裂总长度约51 km,持续时间22 s,平均破裂速度为2.5 km·s-1.但能量释放有2次高峰,形成两次子事件.第一次为前10 s,峰值在7 s左右,破裂速度为2.9 km·s-1,辐射效率为45%.第二次为10~22 s,峰值在15 s左右,破裂速度为1.6 km·s-1,辐射效率为26%.结合震源位置、震源机制、破裂速度以及辐射效率,我们认为这次地震是由于俯冲板块前缘受到下部地幔物质上浮阻力引起的剪切失稳所致,起初板块内部的脆性破裂表现突出,致使辐射效率较高,后来震源处高温高压下的熔融耗散特征逐渐凸现,致使辐射效率下降. 相似文献
10.
对临汾地震台垂直摆倾斜观测资料中记录到的阶变型异常图像进行分析,对异常成因进行探讨,希望对观测数据异常判断、数据预处理及地震预测预报的应用研究,提供一定参考。 相似文献