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981.
静水压力作用下圆拱正对称失稳临界力的求解 总被引:3,自引:0,他引:3
按Ritz法求得铰支和固支圆拱受静水压力作用时,具有高精度的正对称失稳临界力的第3次近似值。在圆拱临界力的求解中,还可同时导得圆环以不同波数失稳的临界力的精确值。 相似文献
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Laboratory experiments were performed on the food ecology of four congeneric species of free-living plathelminths, Promesostoma caligulatum, P. marmoratum, P. rostratum, and P. meixneri, all inhabiting an intertidal sandflat near the island of Sylt (North Sea). Their prey spectrum is within the microcrustaceans: P. caligulatum preferred ostracods, while the other three species favoured copepods, with species-specific differences for copepod species and size classes. Daily consumption of prey species varied with the size of both the predator and the prey. On average, P. marmoratum consumed 0.76 Harpacticus flexus per day while this rate decreased to 0.06 in P. meixneri, the smallest predator. When these Promesostoma species were fed with Tachidius discipes, a smaller prey species, their predation rates were about 25% higher. While the larger predators preferred the larger harpacticoids as prey, the small P. meixneri preferred small cyclopoids over larger harpacticoids. In terms of biomass, P. marmoratum's mean consumption of T. discipes per day was about half the predator's own weight. This average varied with prey density and temperature. A comparison of these consumption rates with the field densities of the predators and their prey shows that the plathelminth predators may consume as much as 10% per day of their copepod prey populations, thus strongly influencing these prey populations on these sandflats. The predation pressure of P. caligulatum on ostracods was about 1% per day of the prey population. Since ostracods usually have fewer generations per year, the total effect on the population dynamics may be similar to that on copepods. Therefore, nocturnal swimming of copepods in the water column may be interpreted as an attempt to escape plathelminth predators. 相似文献
986.
2013年7月31日~8月1日陕西关中盆地爆发了一次强飑线灾害性天气过程,为揭示此次飑线生命史期间对定点地形变观测的影响特征与机理,本文结合多普勒天气雷达和气象资料,系统分析了关中盆地内4个地形变观测数据。结果表明:(1)飑线过境时的短时气压突变是造成定点地形变的主要原因,引起最大的地倾斜和地应变分别达9.70×10~(-3″)和21.02×10~(-9);(2)气压变幅与地形变的弹性响应量具有较好的线性关系,二者持续时间较一致,为2~4h,其中,钻孔体应变的动态气压系数达4.04×10~(-9)/h Pa;(3)宝鸡、乾陵和华阴台对飑线的响应能力较好,西安台则较差;(4)除水管仪外,垂直摆、洞体应变和钻孔体应变等对飑线的响应均较为灵敏。上述结果有助于合理识别和科学推定飑线所导致定点地形变异常变化的物理本质,进而减少实际业务中的误判;同时,还能为定点地形变观测台站的科学选址、仪器的优化布设及不同空间尺度大气负荷模型的实证等提供重要的参考依据。 相似文献
987.
应用加卸载响应比的理论原理,对广东地下水位网的观测数据进行加卸载响应比计算,以广东及周边地区数次MS4.0级以上地震作为震例,提取可能的中期至短期的响应比异常变化,研究其异常特征以及与地震的对应关系。结果表明,在中强地震前响应比存在增大变化,大多数井的水位固体潮响应比在发震前1~4个月出现升高异常变化。 相似文献
988.
Jun-Mo Kim 《水文科学杂志》2017,62(9):1412-1421
Characterization of pore-water pressure at the soil–atmosphere interface is a major requirement in relation to slope instability. A rain-gauge and five piezometers (BH1–BH5) were installed on a slope located in a Korean military base. The upper slope (BH4, BH5) was covered with plastic sheets to prevent rainwater from percolating into the slope due to safety issues. Rainfall is matched by prompt changes in the pore-water pressure except at BH5. Due to the plastic cover, the pore water does not show any significant change in the early period by evapotranspiration. From correlation analysis, two wells (BH3, BH5) have longer memory effects due to matrix flow of past precipitation. Two principal components show hydrological responses of pore water to rainfall during intense rainfall, but PC2 does not indicate any important changes in low or no rainfall. This study suggests that correlation analysis with PCA can be a valuable tool for interpreting datasets consisting only of pore-water pressure. 相似文献
989.
Probability density evolution method for seismic liquefaction performance analysis of earth dam
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To investigate the seismic liquefaction performance of earth dams under earthquake loading, we present a new methodology for evaluating the seismic response of earth dams based on a performance‐based approach and a stochastic vibration method. This study assesses an earthfill dam located in a high‐intensity seismic region of eastern China. The seismic design levels and corresponding performance indexes are selected according to performance‐based criteria and dam seismic codes. Then, nonlinear constitutive models are used to derive an array of deterministic seismic responses of the earth dam by dynamic time series analysis based on a finite element model. Based on these responses, the stochastic seismic responses and dynamic reliability of the earth dam are obtained using the probability density evolution method. Finally, the seismic performance of the earth dam is assessed by the performance‐based and reliability criteria. Our results demonstrate the accuracy of the seismic response analysis of earth dams using the random vibration method. This new method of dynamic performance analysis of earth dams demonstrates that performance‐based criteria and reliability evaluation can provide more objective indices for decision‐making rather than using deterministic seismic acceleration time series as is the current normal practice. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
990.
分别运用原始曲线分析法和归一化速率方法分析门源地震震中300 km范围内3个地电阻率台站数据变化。从原始曲线来看,金银滩台EW道临震前2个月出现大幅突跳及保留年变形态的趋势下降(-3.3%);山丹台NS道趋势下降(-1.9%)、EW道趋势上升(3.1%);武威小西沟台NS道趋势下降(-3.3%)、EW道趋势上升(2.8%),震后EW道趋势转平。而3个地电阻率台站归一化速率曲线在门源地震前均出现超过阈值的现象,但各自归一化速率形态存在差异。整点值突跳变化和日均值、月均值曲线加速变化、转折变化,尤其是上升至高值阶段出现的转折变化均可作为异常形态进行分析,以上变化不明显时需结合归一化速率方法提取异常。 相似文献