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31.
在山区或地表复杂地区进行地震勘探,采用基于地表一致性假设的静校正将会严重影响勘探效果,该影响主要源于地表一致性假设存在着不合理因素。如较高的低速带、巨厚的低速带、基岩裸露、地形起伏较大等。为分析一致性假设静校正偏差产生的原因及大小.构建一地形起伏、基岩出露的复杂模型,通过正演其射线路径,对比其时距曲线与理论时距曲线的差异,以及二者静校正量误差大小。模型分析证实该差异与偏移距、地震波穿透深度及基准面高程之间存在直接的联系,据此提出了改进方法,如浮动基准面校正及分块静校正等。理论模型和实际地震资料试算表明,使用改进的方法可有效改善地震时间刮面同相轴聚焦效果及连续性。 相似文献
32.
Koji Fujima 《Natural Hazards》2006,39(2):179-193
The hybrid numerical model had been developed to simulate a complicated 3D flow around structures generated by tsunami. In
the model, the conventional 2D model is adopted for the wide region far from structures and the 3D non-hydrostatic pressure
model is used in the limited region adjacent to structures. The applicability of the model is shown by comparisons of the
numerical results with the experimental results of the laboratory model tests and the numerical analysis results of the conventional
whole 2D simulation. In addition, the effect of a submerged structure at the opening of a breakwater is discussed from the
numerical simulations by the hybrid model. The submerged structure improves the stability of the rubble mound and reduces
the tsunami inflow into the bay, while it increases the water surface velocity around the opening of the breakwater. The increase
of surface velocity causes the increases of impulsive forces by collision with drafts and so on. 相似文献
33.
挡块对斜拉桥抗震性能的影响 总被引:1,自引:0,他引:1
本文基于现有永和斜拉桥挡块设施的严重破损,引入非线性挡块元,采用有限元计算分析挡块对斜拉桥抗震性能的影响。结果表明,斜拉桥塔根挡块的调协对减震效果影响不大,但挡块具有减小塔顶残余变形的有利作用。鉴于此,对永和斜拉桥挡块进行修复是必要的。 相似文献
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浮动车轨迹数据具有覆盖范围广、更新周期短、获取成本低等特点,对于地图的生产和更新具有重要意义,但是由于受到卫星信号被遮挡及多路径效应的影响,其精度普遍较低。本文采用一种基于OSM作为参考数据的方式对浮动车轨迹数据进行校正。首先通过一种分层时空地图匹配的方式将轨迹数据与OSM进行匹配;然后采用引力模型对数据进行校正;最后在武汉市出租车轨迹数据上进行了试验。结果表明,本文提出的数据校正方法可以有效地提高浮动车轨迹数据的精度。 相似文献
38.
山东半岛漂浮铜藻和底栖铜藻气囊及生殖托的形态学比较分析 总被引:1,自引:0,他引:1
铜藻(Sargassum horneri)是主要分布于北太平洋西部的暖温带性海藻,是我国海藻场的重要组成物种之一,对于海洋环境、渔业资源具有重要支撑作用。除底栖生活外,铜藻可营漂浮生活。气囊和生殖托是铜藻适应漂浮生活的重要结构,但是二者与漂浮生活相适应的结构特点尚研究有限。本文对漂浮铜藻和底栖铜藻气囊、生殖托的数量以及主要形态学特征进行了统计学分析,结果显示:漂浮铜藻气囊体积显著小于底栖铜藻(P0.01),漂浮铜藻生殖托个数远少于底栖铜藻(P0.01),推测铜藻为了适应漂浮生境,其漂浮能力和有性生殖能力已经发生改变。 相似文献
39.
The worldwide demand for renewable energy is increasing rapidly. Wind energy appears as a good solution to copy with the energy shortage situation. In recent years, offshore wind energy has become an attractive option due to the increasing development of the multitudinous offshore wind turbines. Because of the unstable vibration for the barge-type offshore wind turbine in various maritime conditions, an ameliorative method incorporating a tuned mass damper (TMD) in offshore wind turbine platform is proposed to demonstrate the improvement of the structural dynamic performance in this investigation. The Lagrange's equations are applied to establish a limited degree-of-freedom (DOF) mathematical model for the barge-type offshore wind turbine. The objective function is defined as the suppression rate of the standard deviation for the tower top deflection due to the fact that the tower top deflection is essential to the tower bottom fatigue loads, then frequency tuning method and genetic algorithm (GA) are employed respectively to obtain the globally optimum TMD design parameters using this objective function. Numerical simulations based on FAST have been carried out in typical load cases in order to evaluate the effect of the passive control system. The need to prevent the platform mass increasing obviously has become apparent due to the installation of a heavy TMD in the barge-type platform. In this case, partial ballast is substituted for the equal mass of the tuned mass damper, and then the vibration mitigation is simulated in five typical load cases. The results show that the passive control can improve the dynamic responses of the barge-type wind turbine by placing a TMD in the floating platform. Through replacing partial ballast with a uniform mass of the tuned mass damper, a significant reduction of the dynamic response is also observed in simulation results for the barge-type floating structure. 相似文献
40.
According to the characteristics of submerged floating tunnel anchored by tension legs,simplifying the tube as point mass and assuming that the tension leg is a nonlinear beam model hinged at both ends,the nonlinear vibration equation of the tension leg is derived.The equation is solved by the Galerkin method and Runge Kutta method.Subsequently,numerical analysis of typical submerged floating tunnel tension leg is carried out.It is shown that,the parametric vibration response of the submerged floating tunnel tension leg is related to the amplitude and frequency of the end excitation.Without considering axial resonance and transverse resonance,it is reasonable that higher order modes are abandoned and only the first three modes are considered.The axial resonance amplitude of the second or third order mode is equivalent to the first order mode axial resonance amplitude,which should not be ignored. 相似文献