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61.
基于不同区域层级的文化产业集聚研究 总被引：1，自引：0，他引：1
利用企业层面数据,从市域和省域两个尺度研究中国文化产业的集聚特征,并揭示集聚对文化企业生产率的影响。应用一致性方法估计了中国文化企业的生产函数,并计算企业层面全要素生产率估计值,并从专业化和城市化两个角度研究集聚对于文化企业的影响。结果表明：① 地级市尺度下,文化产业专业化经济并不显著,但却存在城市化经济;② 在更大的省域层面,则呈现出专业化经济显著,多样化经济弱化的特征;③ 行业和区域异质性回归显示了结果的稳健性,核心文化产业的产业集聚经济更显著;④ 在知识溢出效应占主导的文化集聚中,通信基础设施良好的省份被赋予了创意交流的便利性,因而拥有更强的集聚经济。 相似文献
62.
63.
The focus of this contribution is to develop a complex variable function method to solve the two-dimensional scattering of plane waves by a lined cylindrical cavity in the poroelastic half-plane. The poroelastic half-plane is based on Biot’s dynamic theory, and the governing equations are solved by reduction to three Helmholtz equations. The lining structure can be treated as an elastic material and decoupled into two Helmholtz equations. Here, the large circle assumption is applied to simulate the half-plane boundary. By using appropriate boundary conditions and continuity conditions, the unknown coefficients in the potentials can be determined. Selected numerical results are presented in this paper. 相似文献
64.
The water entry of large diameter cylindrical structure is studied by applying numerical simulation method. The processes of different diameter cyhndrical structures impacting water with various constant velocities are calculated numerically. Thereafter, analyzed are the distribution of slamming pressure on structure during slamming course and the influence of slamming velocity and cylindrical diameter on slamming process. Furthermore, presented herein is an equation being used to forecast the peak slamming force on a large diameter cylindrical structure. 相似文献
65.
The sinking of initially buried irregular blocks into the seabed under wave-induced liquefaction was investigated by experimental methods. Pore-water pressure in the soil, water surface elevation time series and block displacements were measured. Results indicated that initiation of sinking coincides with the instant at which the accumulated pore-water pressure at the bottom level of the block reaches the initial mean normal effective stress. The drag forces and drag coefficients on steadily sinking irregular shaped blocks, as well as spherical and cubical ones, were calculated from the obtained data and compared with the available data in the literature. The results show that the shape of sinking block is of minor importance as far as the kinematics and dynamics of the sinking block is concerned. The conditions at which the sinking terminates are discussed in the light of experiments. Using the approach presented here, the ultimate sinking depths are calculated for the tested cases and compared with the experimental results. The calculated and measured values showed a reasonable agreement when compared. Finally a summary and remarks are presented to calculate the ultimate sinking depth of irregular shaped blocks for practical applications. 相似文献
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67.
The objective of this study is to determine numerical estimations of seismic amplifications of waves traveling from offshore to shore considering the effect of sea floor configurations. According to the Boundary Element Method, boundary elements were used to irradiate waves and density force can be determined for each element. From this hypothesis, Huygens’ Principle is implemented since diffracted waves are constructed at the boundary from which they are radiated and this is equivalent to Somigliana's theorem. Application of boundary conditions leads to determine a system of integral equations of Fredholm type of second kind, which is solved by the Gaussian method. Various numerical models were analyzed, a first one was used to validate the proposed formulation and some other models were used to show various ideal sea floor configurations to estimate seismic amplifications. Once the formulation was validated, basic slope configurations were studied for estimating spectra of seismic amplifications for various sea floor materials. In general terms, compressional waves (P-waves) can produce seismic amplifications of the incident wave in the order of 2–5. On the other hand, distortional waves (S-waves) can produce amplifications up to 5.5 times the incident wave. A relevant finding is that the highest seismic amplifications due to an offshore earthquake are always located near the shore-line and not offshore despite the seafloor configuration. 相似文献
68.
海洋地震拖缆是海洋油气资源勘探中的关键设备,为研究海洋地震拖缆的动力特性及其在不同频率正弦激励干扰下的动力响应,建立了零浮力拖缆的数学模型,设计了一套完整的实验方案,通过弹性测力机构放大张力信号以排除环境干扰,测量了不同拖曳速度与激振频率条件下拖缆首部的张力变化及缆上位移响应情况,初步分析了正弦激励作用下零浮力拖缆的动力学响应。弹性测力机构具有良好的线性度与可重复性,拖缆受到的水阻力与拖曳速度的平方成正比,数值计算与实验结果对比验证了数学模型的正确性,初步分析了正弦激励作用下零浮力拖缆的动力学响应。 相似文献
69.
通过数值模拟和模型试验方法对一新型的Spar平台——多立柱式Spar平台的涡激运动特性进行研究。平台硬舱为四根圆柱方形阵列布置加方形中心井的形式,各柱间会产生复杂的相互干扰,不同于常规的单立柱Spar平台或半潜式平台,因此对其开展相应的涡激运动研究具有重要意义。研究主要关注的是不同来流角、不同流速下平台的涡激运动特性。通过涡激运动时的横荡运动、水平面内运动轨迹、首摇运动和水动力系数及绕流流场的分析,可得:在折合速度约为6~8范围内,平台横荡运动存在明显的“锁定”现象(0°来流角无侧板时“锁定”范围约为Ur=7~10)。在0°来流角下较高流速时,减涡侧板对涡激运动有明显的抑制效果。平台的运动轨迹近似与平台硬舱截面的对角线平行(0°来流角除外),这不同于常规的单立柱Spar平台。此外,试验中还观察到较明显的首摇运动。涡激运动时各柱间绕流存在复杂的相互干扰,而在柱后形成共同的涡结构。 相似文献
70.
以三类内孤立波理论(Kd V、e Kd V和MCC)的适用性条件为依据,采用Morison和傅汝德-克雷洛夫公式分别计算Spar平台内孤立波水平力和垂向力,结合时域有限位移运动方程,建立了有限深两层流体中内孤立波与带分段式系泊索Spar平台相互作用的理论模型。以东沙群岛某海域实测内孤立波为对象,数值分析了在内孤立波作用下某经典式Spar平台的内孤立波动态载荷、运动响应及其系泊张力的变化特性。研究表明,内孤立波不仅会对Spar平台产生突发性冲击载荷,使其产生大幅度水平漂移运动,而且还会使其系泊张力显著增大。因此,在Spar平台等深海平台的设计应用中,内孤立波的影响不可忽视。 相似文献