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91.
为了有效控制高速铁路全球定位系统(GPS)控制网投影变形,利用椭球变换、椭球面向球面投影以及球面圆柱投影基本理论,探讨了斜轴墨卡托投影的处理方法。通过算例分析表明,斜轴墨卡托投影与高斯投影相比,可有效控制长度变形,避免高斯投影分带过多的问题,因此该投影在高铁以及其它线路工程控制网中具有一定的优越性。 相似文献
92.
The application of a Smoothed Particle Hydrodynamics (SPH) model to simulate the nonlinear interaction between waves and a moored floating breakwater is presented. The main aim is to predict and validate the response of the moored floating structure under the action of periodic waves. The Euler equations together with an artificial viscosity are used as the governing equations to describe the flow field. The motion of the moored floating body is described using the Newton’s second law of motion. The interactions between the waves and structures are modeled by setting a series of SPH particles on the boundary of the structure. The hydrodynamic forces acting on the floating body are evaluated by summing up the interacting forces on the boundary particles from the neighboring fluid particles. The water surface elevations, the movements of the floating body and the moored forces are all calculated and compared with the available experimental data. Good agreements are obtained for the dynamic response and hydrodynamic performance of the floating body. The numerical results of different immersion depths of the floating body are compared with that of the corresponding fixed body. The effects of the relative length and the density of the structure on the performance of the floating body are analyzed. 相似文献
93.
In this paper, the response of a visco-elastic half-space subjected to moving loads with static and dynamic components is investigated. Four types of vehicle loads are considered, including the moving point load, uniformly distributed wheel load, elastically distributed wheel load, and a train load simulated as a sequence of elastically distributed wheel loads. In each case, the influence of the moving loads traveling in the subsonic, transonic and supersonic ranges on the dynamic responses of the half-space is studied. The parametric study conducted herein enables us to grasp insight into the mechanism of wave propagation for a visco-elastic half-space under moving loads. 相似文献
94.
以\"苏南-陕北\"样带为案例区,评价分析了该区2000~2005年、2005~2008年乡村转型发展态势,并揭示了样带乡村转型发展的地域空间格局。结果表明:(1)2000~2005年期间,样带各县乡村发展度普遍较低但转型度普遍较高,低水平的乡村发展度与较高转型度造成样带各县不同程度的城乡不协调发展;2005~2008年期间,样带乡村系统普遍较快发展,各地城乡系统间的差异化发展局面得到初步改善;(2)\"苏南-陕北\"样带乡村转型发展呈现显著的地带性演变特征,各地转型发展的特征与结果同其所处的区位条件、经济基础、发展模式、政策要求等基本属性相匹配;(3)基于样带乡村转型发展评价结果,将样带划分为8个乡村转型发展地域类型区,各类型区之间因区位条件和资源禀赋的差异而选择不同乡村转型发展模式,并由此驱动资源环境和城乡经济系统的差异性变化。 相似文献
95.
位于广州海珠区西北部的漱珠涌在上世纪六七十年代已被覆盖改造成为地下排污渠,从此它作为一条河涌连同名字在广州地图上消失了。百年前,这条涌曾经十分繁华,时人称其不让秦淮。这一带是清代广州"河南"地区商业开发最早的区域,又是清代中国最早对外开放的旅游区之一,曾经蜚声海外。当年许多中外画家、摄影师、诗人和志书编撰者为后人留下了许多有关漱珠涌的文字与形象资料,使我们今天仍能窥得漱珠涌昔日的辉煌。为了让人们留住广州城市发展的这一份历史记忆,文中提出建设一个集休闲、娱乐、美食、购物、旅游于一体的漱珠涌历史文化旅游区,重现漱珠涌的历史文化风貌。这将是一个很大的系统工程。其中,如何治理漱珠涌污染,发挥漱珠涌在水利、生态、美学、休闲游憩等方面的综合功能,是一个困难而又必须解决的关键问题。 相似文献
96.
A stochastic simulation technique was used with ship wave observations, which form the largest world-wide data base of wave information. Twenty years of wave parameter (height, period, and direction) observations from the Comprehensive Ocean–Atmosphere Data Set (COADS) were used as the input data. Simulations were compared to four years of wave parameters from a National Data Buoy Center (NDBC) data buoy near Monterey Bay, CA. The comparisons are satisfactory with differences mainly caused by biases between ship observations and buoy data. The stochastic simulation technique is attractive because it is computationally efficient and few decisions are required for its application. The applied techniques can be employed with global COADS data to simulate wave conditions at many world-wide locations where measurements and hindcasts by computer models do not exist. 相似文献
97.
98.
舒宁 《武汉大学学报(信息科学版)》1997,22(4):322-323,337
针对成像光谱仪影像的专题分析,介绍了沿用常规遥感影像分析方法时的原理和新的算法,提出了影像融合方法的应用,说明了这些方法在学术思想上的归属,并简要介绍了各种方法的实验效果。 相似文献
99.
100.
Fatigue reliability analysis of deep water rigid marine risers associated with Morison-type wave loading 总被引:1,自引:0,他引:1
Muddassir Nazir Faisal Khan Paul Amyotte 《Stochastic Environmental Research and Risk Assessment (SERRA)》2008,22(3):379-390
This work presents a simple and efficient framework for the fatigue reliability assessment of a vertical top-tensioned rigid
riser. The fatigue damage response is considered as a narrow-band Gaussian stationary random process with a zero mean for
the short-term behavior of a riser. Non-linearity in a response associated with Morison-type wave loading is accounted for
by using a factor, which is the ratio of expected damage according to a non-linear probability distribution to the expected
damage according to a linear method of analysis. Long-term non-stationary response is obtained by summing up a large number
of short-term stationary responses. Uncertainties associated with both the strength and stress parts of the limit state function
are quantified by a lognormal distribution. A closed form reliability analysis is carried out, which is based on the limit
state function formulated in terms of Miner’s cumulative damage rule. The results thus obtained are compared with the well-documented
lognormal format of reliability analysis based on time to fatigue failure. The validity of using the lognormal hazard rate
function in predicting the fatigue life is discussed. A Monte Carlo simulation technique is also used as a reliability assessment
method. A simple algorithm is used to reduce the uncertainty associated with direct sampling at small probability of failure
values and a small number of simulations. Simulation results are compared with closed form solutions. A worked example is
included to show the practical riser design problem based on reliability analysis. 相似文献