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11.
在地震作用下隔震桥梁的梁体位移比非隔震桥梁明显增加,使得相邻梁发生碰撞的概率增大。以1联3跨铁路隔震连续梁桥为例,选用3条人工地震波,采用非线性时程分析方法进行该桥的碰撞响应分析,研究梁间伸缩缝宽度和隔震支座刚度对梁间碰撞响应的影响。结果表明:随着伸缩缝宽度的增大和隔震支座刚度的增大,相邻梁碰撞的发生次数和碰撞力均有明显减小;地震作用下隔震固定墩墩底最大弯矩和最大剪力均随着隔震支座刚度的增加而增加。因此,在进行隔震桥梁设计时,应综合考虑隔震支座的隔震效果和碰撞响应,从而得到既经济又安全的隔震桥梁设计参数。 相似文献
12.
针对高速铁路列控系统的混杂特性,提出一种基于混合通信顺序进程(HCSP)的列控系统形式化建模与验证方法。引入了HCSP的假设条件,建立列控系统的行为模型;定义了HCSP到混合自动机(HA)的转换规则,将HCSP模型转换成HA模型;利用模型检验工具PHAVer对HA模型进行自动验证。以高速铁路列控系统典型的行车许可运营场景为例,建立区间闭塞分区行车许可场景的HCSP模型;根据转换规则将行车许可场景的HCSP模型转换成HA模型;用PHAVer验证了所建立的区间闭塞分区行车许可场景模型的正确性,从而证明了基于HCSP的高速铁路列控系统建模及验证方法的有效性。 相似文献
13.
基于广州地铁6号线大坦沙站盾构始发井的实践,研究富水砂层中破除盾构井端头门时防涌水的施工监测和工程检测方法,根据检测和监测结果,基于朗金土压力理论进行计算分析,提出相应的加固措施和方法。介绍了具体的防水加固措施和效果。 相似文献
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15.
Hub location with flow economies of scale 总被引:3,自引:0,他引:3
A characteristic feature of hub and spoke networks is the bundling of flows on the interhub links. This agglomeration of flows leads to reduced travel costs across the interhub links. Current models of hub location do not adequately model the scale economies of flow that accrue due to the agglomeration of flows. This paper shows that current hub location models, by assuming flow-independent costs, not only miscalculate total network cost, but may also erroneously select optimal hub locations and allocations. The model presented in this paper more explicitly models the scale economies that are generated on the interhub links and in doing so provides a more reliable model representation of the reality of hub and spoke networks. 相似文献
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Fuzzy-logic applied to yaw moment control for vehicle stability 总被引:6,自引:0,他引:6
B. L. Boada M. J. L. Boada V. Dí az 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2005,43(10):753-770
In this paper, we propose a new yaw moment control based on fuzzy logic to improve vehicle handling and stability. The advantages of fuzzy methods are their simplicity and their good performance in controlling non-linear systems. The developed controller generates the suitable yaw moment which is obtained from the difference of the brake forces between the front wheels so that the vehicle follows the target values of the yaw rate and the sideslip angle. The simulation results show the effectiveness of the proposed control method when the vehicle is subjected to different cornering steering manoeuvres such as change line and J-turn under different driving conditions (dry road and snow-covered). 相似文献
18.
The paper aims at the problem of multi-targets threat degree being hard to be evaluated accurately in complex air defense battlefield environments. Combined with multi-sensors information fusion and interval-valued intuitionistic fuzzy sets (IVIFS) theories, the target priority determination is studied. The score and accuracy functions of IVIFS are improved with thinking about the hesitating information in order to increase the rationality. Then, the influence factors of target priority and the nonlinear relationship between the influence factors and target priority are analyzed. Next, the algorithms for calculating the factor weights and sensor weights are given. Based on the theory of IVIFS and technique for order preference by similarity to an ideal solution (TOPSIS), two methods of target priority determination based on the IVIFS and TOPSIS are proposed. At last, an application example verifies the effectiveness and flexibility of the proposed algorithms. 相似文献
19.
H. M. Abdul Aziz Nicholas N. Nagle April M. Morton Michael R. Hilliard Devin A. White Robert N. Stewart 《Transportation》2018,45(5):1207-1229
This study estimates a random parameter (mixed) logit model for active transportation (walk and bicycle) choices for work trips in the New York City (using 2010–2011 Regional Household Travel Survey Data). We explored the effects of traffic safety, walk–bike network facilities, and land use attributes on walk and bicycle mode choice decision in the New York City for home-to-work commute. Applying the flexible econometric structure of random parameter models, we capture the heterogeneity in the decision making process and simulate scenarios considering improvement in walk–bike infrastructure such as sidewalk width and length of bike lane. Our results indicate that increasing sidewalk width, total length of bike lane, and proportion of protected bike lane will increase the likelihood of more people taking active transportation mode This suggests that the local authorities and planning agencies to invest more on building and maintaining the infrastructure for pedestrians. Further, improvement in traffic safety by reducing traffic crashes involving pedestrians and bicyclists, will increase the likelihood of taking active transportation modes. Our results also show positive correlation between number of non-motorized trips by the other family members and the likelihood to choose active transportation mode. The model would be an essential tool to estimate the impact of improving traffic safety and walk–bike infrastructure which will assist in investment decision making. 相似文献
20.
The present work investigates the compressive axial ultimate strength of fillet-welded steel-plated ship structures subjected to uniaxial compression, in which the residual stresses in the welded plates are calculated by a thermo-elasto-plastic finite element analysis that is used to fit an idealized model of residual stress distribution. The numerical results of ultimate strength based on the simplified model of residual stress show good agreement with those of various methods including the International Association of Classification Societies (IACS) Common Structural Rules (CSR), leading to the conclusion that the simplified model can be effectively used to represent the distribution of residual stresses in steel-plated structures in a wide range of engineering applications. It is concluded that the widths of the tension zones in the welded plates have a quasi-linear behavior with respect to the plate slenderness. The effect of residual stress on the axial strength of the stiffened plate is analyzed and discussed. 相似文献