排序方式： 共有153条查询结果，搜索用时 40 毫秒
51.
城市旅游综合体土地利用空间格局演变及驱动机制——以西安曲江为例 总被引：1，自引：0，他引：1
判识城市旅游综合体用地格局的演变规律及驱动机制,对于优化城市功能结构和构建城市现代服务体系具有重要意义。本文以西安曲江城市旅游综合体为例,采用土地利用变化指数模型和GIS分析技术,探究其用地分异过程及机制。结果显示,曲江由农业生产和村居功能为主导的乡镇聚落,转变为以旅游功能为核心、多元用地形态圈层布局的城市旅游综合体过程中,其用地形态共经历了均质无序、极化–扩散和均衡集约三个阶段。而这一演化过程,实则是在土地差异化增值形成级差地租的条件下,多元用地主体理性选择的结果。文章认为,保证城市旅游综合体合理的发展用地、有序实现土地增值及发挥地价杠杆的调节作用,是实现城市旅游综合体土地集约利用和功能协同发展的根本前提。 相似文献
52.
In this paper, a spatiotemporal framework is developed for identifying building vulnerabilities and content evacuations during riverine flooding events. This work investigates the spatiotemporal properties required to trigger building contents evacuations in the floodplain during a flood event. The spatial properties for building risks are based on topography, flood inundation, building location, building elevation, and road access to determine five categories of vulnerability, vulnerable basement, flooded basement, vulnerable first-floor, flooded first-floor, and road access. Using this framework, a model designed to track the spatiotemporal patterns of building evacuations is presented. The model is based upon real-time flood forecast predictions that are linked with building properties to create a model that captures the spatiotemporal ordering of building vulnerabilities and building content evacuations. Applicable to different communities at risk from flooding, the evacuation model is applied to a historical flood for a university campus, demonstrating how the defined elements are used to derive a pattern of vulnerability and evacuation for a campus threatened by severe flooding. 相似文献
53.
This paper is primarily focused on why and how to consider the varied discharge capacity during simulations of consolidation via prefabricated vertical drains (PVDs) for soft soil deposits. First, the existing studies regarding discharge capacity are summarized and discussed. These studies conclude that the discharge capacity of PVDs at sites vary with the confining pressure and consolidation time. Next, a series of analytical solutions that consider the variation of discharge capacity with ground depth, consolidation time or both simultaneously are presented and compared. Applications of these solutions and of the newly introduced parameters are described. Then, a well-documented case history on ground treatment with PVDs is analyzed, in which the parameters related to the time-dependent discharge capacity were obtained from laboratory tests. A comparison between a classical solution and the newly presented method indicates that consideration of the varied discharge capacity in the consolidation theory can better predict the consolidation process of PVD-improved ground. 相似文献
54.
Control parameter optimization is an efficient way to improve the endurance of underwater gliders (UGs), which influences their gliding efficiency and energy consumption. This paper analyzes the optimal matching between the net buoyancy and the pitching angle and proposes a segmented control strategy of Petrel-L. The optimization of this strategy is established based on the gliding range model of UG, which is solved based on the approximate model, and the variations of the optimal control parameters with the hotel load are obtained. The optimization results indicate that the segmented control strategy can significantly increase the gliding range when the optimal matching between the net buoyancy and the pitching angle is reached, and the increase rate is influenced by the hotel load. The gliding range of the underwater glider can be increased by 10.47% at a hotel load of 0.5 W. The optimal matching analysis adopted in this study can be applied to other UGs to realize endurance improvement.
相似文献55.
研究浅水半潜式大功率浮式风力机波浪载荷和气动力引起的基础结构疲劳损伤,揭示基础结构的疲劳损伤机理。采用谱疲劳损伤计算分析方法,以10 MW风力机为例,计算波浪载荷引起的热点应力及多种海况引起的疲劳损伤。采用叶素动量理论并基于所在海域的风速分布,计算叶轮转动引起的气动力及其引起的疲劳损伤。计算结果表明,对于半潜式三立柱浮式风力机,波浪载荷引起的基础结构应力远大于气动力引起的基础结构应力,基础结构损伤主要是由波浪载荷引起,气动力引起的浮式基础结构的损伤为10-3量级,而波浪载荷引起的损伤为10-1量级。 相似文献
56.
非正规就业是旅游就业体系中的重要组成部分,在推动城市旅游经济增长方面发挥着不可替代的作用。以故宫博物院、颐和园等北京10个典型景区为例,调查研究了城市旅游景区非正规就业者的群体特征,并探索性地将测量野生动物和敏感人群数量的“捕获–再捕获”及蒙特卡罗模拟方法引入研究,对该群体的规模进行了测算。研究发现：①城市景区旅游非正规就业群体多为低人力资本从业者,青壮年女性居多,以纪念品（土特产）商贩和导游人员为主,多来自就近地区。②北京10个典型城市景区的旅游非正规就业群体规模较小,大约有1 126人,这与严格的城市人口疏解和旅游业治理举措密切相关。③“捕获–再捕获”方法可以有效测量流动性大、隐蔽性强的旅游非正规就业者的群体规模,具有一定的科学性和可靠性。 相似文献
57.
The Jiashian earthquake (ML 6.4) occurred on 4 March 2010. It was the largest inland event in southern Taiwan of 2010. The mainshock location was unexpected since it occurred in an area with relatively low background seismicity. In addition, reports of earthquake focal mechanisms do not fit with any known active fault geometry. In order to understand the origin of this earthquake, especially its rupture process, we perform a joint source inversion by using teleseismic body wave, GPS coseismic displacements and near field ground motion data. In this study, we considered a northwest–southeast trending fault with a northeast dip retrieved from GPS coseismic data and aftershocks distribution. To analyze the detailed slip distribution in space and time, we used near field 3D Green’s functions provided by spectral-element method and a full time–space inversion technique. We find a complex rupture process with several slip patches distributed inside two main asperities. The slip map reveals a mean slip of 12.9 cm for a maximum slip of 27.3 cm leading to a Mw 6.47 for this event. The rupture initiates in the deepest portion of the fault at 20 km depth, and propagated upward up to 2 km depth to form the two asperities. The source time function of this event revealed two pulses corresponding to the two asperities, for a total duration time of about 16 s. Most aftershocks occurred near the upper boundary of the deepest asperity while no aftershocks are located close to the shallowest one. We infer that the locations of these slip patches are related to the surrounding fault systems that may have restricted the rupture propagation during the earthquake. 相似文献
58.
Geothermal resources is one of the most practical and competitive new energy at present, and there is abundant geothermal resources in the new coastal region. The article get the three following conclusion through the geothermal geological condition by the drilling strata and the condition of the reducing test ： stratigraphic division is done by the analysis of formation lithology and the drilling aging; the water yield is higher than 100 m3/h, the flow temperature is 67℃-71℃ ; the average geothermal gradient of the overlying strata is 3.08℃-3.33℃/100 m. 相似文献
59.
The dynamics of a coupled concrete gravity dam-intake tower–reservoir water–foundation rock system is numerically studied considering two hollow slender towers submerged in reservoir of gravity dam. The system is investigated in the frequency-domain using frequency response functions of the dam and the towers, and in the time-domain using time-history seismic analysis under a real earthquake ground motion. The analyzes are separately conducted under horizontal and vertical ground motions. The coupled system is three-dimensionally modeled using finite elements by Eulerian–Lagrangian approach. It is shown that presence of the dam significantly influences the dynamic response of the towers under both horizontal and vertical excitations; however the dam is not affected by the towers. When the dam is present in the model, the water contained inside the towers has different effects if the foundation is rigid, but it alleviates the towers motion if the foundation is flexible. It is concluded that the effects of foundation interaction are of much importance in the response of tall slender towers when they are located near concrete gravity dams. 相似文献
60.
Cyclic softening and strength loss of saturated clays during earthquakes is often an important consideration in engineering problems such as slope stability, dam/levee safety, and foundation bearing capacity. This study proposes a simplified procedure for evaluating cyclic softening (amount of strength loss) that may be expected in saturated clays during earthquakes and illustrates how to implement it in engineering analysis. The procedure has two main steps: (1) estimation of an equivalent cyclic shear strain amplitude and associated number of cycles induced in the soil mass by an earthquake; and (2) estimation of softening and strength loss in the soil mass. A key aspect of the proposed procedure is adoption of a strain-based approach to estimate cyclic softening as opposed to the widely used stress-based approach of liquefaction assessments. A threshold strain concept originating from the strain-based approach is first discussed and the development of a procedure is presented subsequently. The proposed procedure provides reasonable, first-order estimates of cyclic softening consistent with the other developed procedures. In addition, the capability of the procedure is demonstrated with two case histories identified as involving cyclic softening of clays. 相似文献