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Lian Gan Ni Kan Hu Kai Guo Dawei . Professor Senior Engineer Marine Design & Research Institute of China Shanghai
. Senior Engineer Marine Design & REsearch Institute of China Shanghai
. Engineer Marine Design & Research Institute of China Shanghai 《中国海洋工程》1992,(4)
This paper describes the study of a single-column structure used as well-head platform. In order to check the reliability of computation theory and programme, model tests have been carried out. The paper introduces the conclusion of tests and the dynamic properties of single-column platform are obtained. 相似文献
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考虑动水压力影响的单柱式桥墩地震反应分析 总被引：3，自引：1，他引：2
在Morison方程的基础上,用附加水质量法考虑动水压力对桥墩的影响,以单柱式桥墩为研究对象,以ABAQUS有限元软件为计算平台,建立了考虑桩-土动力相互作用的单柱式桥墩地震反应分析模型,考虑土体和桥墩混凝土的动力非线性特征,分析了地震动作用下动水压力对单柱式桥墩的墩顶相对墩底位移、加速度、剪力和弯矩反应的影响,并探讨了水位对单柱式桥墩地震反应特性的影响。结果表明:动水压力改变桥墩的地震反应特性,增大了桥墩顶部相对底部的位移、墩顶绝对加速度和墩底的内力,水位变化影响桥墩的地震反应特性。对于深水桥墩抗震设计计算,考虑动水压力效应、水位变化是有必要的。 相似文献
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A single-column model (SCM) is developed in the regional climate model RegCM4. The evolution of a dry convection boundary layer (DCBL) is used to evaluate this SCM. Moreover, four planetary boundary layer (PBL) schemes, namely the Holtslag-Boville scheme (HB), Yonsei University scheme (YSU), and two University of Washington schemes (UW01, Grenier-Bretherton-McCaa scheme and UW09, Bretherton-Park scheme), are compared by using the SCM approach. A large-eddy simulation (LES) of the DCBL is performed as a benchmark to examine how well a PBL parameterization scheme reproduces the LES results, and several diagnostic outputs are compared to evaluate the schemes. The results show that the SCM is proper constructed. In general, with the DCBL case, the YSU scheme performs best for reproducing the LES results, which include well-mixed features and vertical sensible heat fluxes; the simulated wind speed, turbulent kinetic energy, entrainment flux, and height of the entrainment zone are all underestimated in the UW09; the UW01 has all those biases of the UW09 but larger, and the simulated potential temperature is not well mixed; the HB is the least skillful scheme, by which the PBL height, entrainment flux, height of the entrainment zone, and the vertical gradients within the mixed layer are all overestimated, and a inversion layer near the top of the surface layer is wrongly simulated.Although more cases and further testing are required, these simulations show encouraging results towards the use of this SCM framework for evaluating the simulated physical processes by the RegCM4. 相似文献
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波浪作用对单柱式桥墩地震反应特性的影响 总被引：2，自引：1，他引：1
以ABAQUS有限元软件为计算平台,建立了考虑波浪作用影响的单柱式桥墩-桩-土体系非线性地震反应分析二维有限元模型,土体以四节点实体单元离散,采用土体粘塑性记忆型嵌套面本构模型描述土的动力特性;桥墩以及桩以两节点梁单元离散,采用动塑性损伤模型描述混凝土的动力特性;根据Stokes五阶波浪理论,将基于Morison公式计算所得的波浪力以分布力的形式施加于桥墩之上,比较了静水条件下和考虑波浪作用时不同地震动激励下单柱式桥墩结构的地震反应特性,结果表明:波浪作用的影响使桥墩墩身相对墩底的位移反应、桥墩墩底的剪力和弯矩反应有较明显的增大,但对桥墩墩身加速度反应的影响可忽略不计,波浪作用影响的大小与输入地震动特性有关.在单柱式桥墩的抗震设计中考虑波浪作用的影响是必要的。 相似文献
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Implementation of a Single-Column Model for Fog and Low Cloud Forecasting at Central-Spanish Airports 总被引：1，自引：0，他引：1
Operations at Central-Spanish airports are often, especially in winter, affected by visibility reduction. The Instituto Nacional de Meteorología (INM), the Spanish Weather Service, has developed a single-column model (SCM) in order to improve short-term forecasts of
fog, visibility and low-clouds. The SCM, called H1D, is a one-dimensional version of the HIRLAM limited-area model. It is
operationally run for three airports in the region: Madrid-Barajas, Almagro and Albacete-Los Llanos. Since SCMs cannot deal
with horizontal heterogeneity, the terms that depend on the horizontal structure of the atmosphere are estimated from the
outputs of the three-dimensional (3-D) model and introduced into the SCM as external forcings. The systematic analysis of
the meteorological situations has evidenced the existence of a close relationship between fog formation and the presence of
drainage winds in the region. Since the 3-D model docs not have the necessary resolution to correctly simulate the main features
of the drainage flow caused by the complex topography in the proximity of Madrid-Barajas, it cannot provide the SCM with the
correct forcings. This problem has been partially overcome through the introduction of a module that, under certain conditions,
substitutes the values computed from the 3-D model outputs by others that are based on a conceptual model of the phenomenon
and have been empirically derived from climatological knowledge. This module improves the H1D verification scores for the
basic meteorological variables—wind, temperature and humidity—and reduces the false alarm rate in fog forecast. 相似文献
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Lian Gan Ni Kan Hu Kai Guo Dawei Prof. Senior Engineer Marine Design Research Institute of China Shanghai Senior Engineer Marine Design Research Institute of China Shanghai Engineer Marine Design Research Institute of China Shanghai 《中国海洋工程》1991,(4)
In this paper, a single-column structure used as well-head platform is studied. The loads of wave and current exerted on the single-column will be greatly reduced, therefore the cost of the structure will be decreased. The advantages of the single-column structure compared with ordinary jacket structure are explained. A dynamic analysis of this type of structure is made and some problems related to dynamic analysis are solved. In order to check the reliability of computation theory and programme, model tests have been carried out. However, as space is limited, the conclusion of tests will be introduced in another paper. Therefore, this type of structure is applicable for proctical engineering. 相似文献
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