共查询到20条相似文献,搜索用时 156 毫秒
1.
山区高速公路设计与交通安全问题研究 总被引:1,自引:0,他引:1
从交通安全的角度,通过剖析山区高速公路设计的线形问题、视觉问题和气候问题,阐明了山区高速公路设计中平面线形、纵断面线形、平纵线形组合在设计中的重要性,说明了视觉及气候环境对交通安全的影响,并进行了具体的分析。 相似文献
2.
本文针对高速公路平面线形设计两个问题,重点分析了现今高速公路平面线形设计采用的直线形设计方法和曲线形设计方法与应用,从而为设计人员在进行高速公路平面线形设计时如何采用合适的设计方法提供了选择依据。 相似文献
3.
文中重点是对国内外高速公路限速现状、限速流程进行研究,通过对高速公路的技术指标核查、交通特征、交通事故以及运行速度协调性等的进行分析,阐述了限速对高速公路的重要性,提出了限速解决方案。 相似文献
4.
5.
公路线形安全性评价系统开发与应用 总被引:1,自引:0,他引:1
讨论基于《公路项目安全性评价指南(JTG/T B05-2004)》理论与评价方法,利用Visual Studio.NET 2002和Object ARX二次开发技术对公路线形安全评价系统进行了设计与实现,通过本系统在具体工程项目设计中的应用,验证了本系统的实用性和可靠性。 相似文献
6.
7.
文中针对山区高速公路桥梁施工安全管理与控制存在的问题进行研究,分析施工参与的各方之间管理的协调性、有效性,研究如何确保这个管理系统的环境适应性,以提升山区高速公路建设安全管理新理念,解决山区高速公路建设安全控制的关键问题。 相似文献
8.
在分析宜巴高速公路三里花岩堆边坡基本特征及破坏机理的基础上,基于FLAC3D理论,建立了山区高速公路岩堆边坡三维仿真分析模型,在此基础上,考虑岩堆天然自重、降雨、地震和人类活动等荷载组合作用,模拟分析了岩堆边坡在不同工况条件下的变形破坏机理和稳定性,并对岩堆边坡的稳定状态进行了评价。 相似文献
9.
10.
11.
针对某型潜载垂直发射装置的冲击降载问题,利用响应面法与优化技术相结合的设计方法,进行了发射装置结构优化设计.首先利用拉丁超立方试验方法采样,通过Ansys workbench平台进行发射装置抗冲击性能分析,构建发射装置受冲击结构载荷和总质量的响应面,研究结构参数对发射装置综合性能的灵敏度;再运用多目标驱动算法对发射装置进行多目标优化,得到其最优解集,最终实现其抗冲击性能提高14.9%,发射装置整体质量降低2.1%.结果表明,该方法具有较高的精度和实用性,对相关理论研究和工程应用具有一定的价值. 相似文献
12.
为了降低VLFS(超大型浮体)模块连接的巨大载荷,通常选择柔性连接器.本文以某横向浮筒式的浅吃水超大型浮体为研究对象,采用RMFC模型(刚性模块柔性连接器)分析连接器载荷和模块运动响应,并与三模块模型试验进行比较验证.通过较高和较低横向刚度的系列纵向和垂向刚度组合的连接器载荷计算,给出连接器载荷随刚度变化的关系,分析连接器载荷峰值出现的原因.针对连接器载荷峰值对应的刚度组合,计算模块运动响应,分析模块相对运动模式.研究结果表明,对于较高和较低的横向刚度,均存在一定的纵向和垂向刚度组合,导致连接器载荷出现较大的峰值;连接器载荷峰值对应浪向角85°左右的海况,模块相对运动主要表现为艏摇. 相似文献
13.
水面舰船波浪弯矩计算方法研究 总被引:3,自引:0,他引:3
我国现行《舰船通用规范》适用于设计水线长不超过160m的水面舰船,当设计水线长在160~200m时,规范规定参照执行。随着舰船的尺度逐渐加大,波浪载荷的计算问题更加复杂。比较了4种规范的波浪载荷计算公式,并应用线性切片理论,采用短期和长期预报的方法,计算大尺度舰船的垂向波浪诱导弯矩值。因此,对于一定范围内的大尺度水面舰船,采用"通用规范"所得波浪载荷值计算船体强度还有一定安全性,并可运用多种计算方法合理选取波浪弯矩值。 相似文献
14.
15.
16.
Suction anchors are subjected to inclined, quasi-horizontal or quasi-vertical loadings. The type of the structure and depth of water govern the inclination of the load. Under this load condition, suction anchor experiences a combination of horizontal and vertical translations, and rotation. Therefore the soil's reaction to this load condition can be idealized as horizontal and vertical loadings, together with a moment. The magnitude and combination of the reactions depend on the load inclination, soil property and the point at which the load is applied. The behavior of the suction anchor subjected to the combined V–H-M loading is elaborated in this paper. This is to observe the effects of soil properties on the failure mechanism and ultimate capacity of the foundation. This was achieved by applying the pure horizontal and vertical displacements, and rotation and their combinations to the foundation, on V–H, V-M and H-M spaces and the yield-locus created for each space. The general purpose finite element program DIANA was used for this study. Non-linear analysis was conducted using a simplified elastic-perfectly-plastic model with Von-Mises yield criterion for saturated and consolidated clay. 相似文献
17.
18.
19.
《Marine Structures》2000,13(1):25-51
Experiments for the ship motions and sea loads were carried out on a segmented model of a container ship in ballast condition. Comparisons between the measurements and the theoretical results were carried out for the vertical motions and bending moments. For the evaluation of the primary stresses it is assumed that the total vertical bending moment induced by waves is divided into one component obtained by the linear theory and another one is due to the slamming loads. Several formulations for the determination of the slamming loads are compared with experimental results. The vibratory response of the model is calculated by modelling the hull with rotational springs and rigid links. Linear finite elements with a consistent mass formulation are adopted for the structural model and the response is obtained by modal superimposing and direct integration methods. 相似文献
20.
An alternative option to the traditional grouted joint for wind turbines is a direct steel-to-steel connection, also known as slip joint. In a recently published work, a proof of concept of a vibration-assisted installation and decommissioning technique of a slip joint was illustrated. Leveraging on the obtained results, the current study shows for the first time a decommissioning campaign carried out using a vibration-assisted technique applied on a prototype hydraulic wind turbine tower located in the North Sea, and connected to the monopile through a slip joint. The key aspect of the dismounting procedure is a priori knowledge of the resonance frequency clusters corresponding to the slip joint’s cross-sectional modes. Therefore, field hammer tests and experimental modal analysis were carried out inside the wind turbine tower. The identified frequencies and mode shapes were then compared with numerical ones estimated by a finite element model of the investigated structure. The comparison showed that a set of frequency clusters can be directly selected from a detailed numerical model. The preparatory work of the slip joint decommissioning was then executed by installing electric shaker devices, based on the dynamic identification results, and hydraulic jacks mounted inside the wind turbine tower. A first decommissioning trial was carried out in May 2019, while the final decommissioning was performed in August 2019. After analysing the measurements of the hydraulic pressures, displacements and excitation frequencies during the decommissioning campaigns, the results showed that it is possible to disconnect the slip joint if, in combination to a vertical static force, one of the identified cross-sectional mode shapes is excited. The vibration-assisted decommissioning proved to be a successful technique to dismount the connection in a controlled and straightforward manner. 相似文献