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31.
交通基础设施建设投资对国民经济拉动作用的定量分析 总被引:11,自引:0,他引:11
运用投入产出模型定量分析了公路交通基础设施建设投资对国民经济的拉动作用。拉动作用主要表现为公路建设投资所产生的直接、间接和诱导经济效益,其总和为公路建设投资的乘数效应,可分别用产出乘数、GDP乘数和就业乘数来测算。分析测算了我国近年来公路建设投资对国民经济的拉动作用。估算结果表明,(1)公路建筑业对其他部门的波及影响程度大于各部门的平均影响水平;(2)拉动作用在1998年最为显著,自1999年开始,公路投资拉动经济增长的百分比呈逐年上升的趋势。 相似文献
32.
This paper presents a multiple discrete-continuous econometric structure to model the daily time-investment decisions of couples
in solo- and joint-discretionary activities incorporating intra-personal and inter-personal inter-dependencies. The empirical
model was estimated using data from the 2000 Bay Area Travel Survey. The results indicate evidence of the positive impact
of vehicle availability on independent activity participation and the negative impacts of the presence of children and mandatory
time investments on the joint discretionary-activity engagement of the spouses. In addition, we also find the mandatory- and
maintenance-activity-participation characteristics of the spouse to influence the discretionary activity choices of individuals.
Finally, the analysis also indicates a strong impact of common unobserved factors on the decisions of couples. From a policy
analysis perspective, these results imply that demand-management actions directly impacting one adult could also result in
changes to the activity patterns of his/her spouse and to changes in joint activity participation characteristics.
Dr. Sivaramakrishnan Srinivasan is an Assistant Professor in the Department of Civil and Coastal Engineering at the University of Florida. His research interests
include travel-behavior analysis, activity-based travel-demand modeling, and the application of advanced econometric methods
for transportation problems.
Dr. Chandra R. Bhat has contributed toward the development of advanced econometric techniques for travel behavior analysis, in recognition of
which he received the 2004 Walter L. Huber Award and the 2005 James Laurie Prize from the American Society of Civil Engineers
(ASCE). 相似文献
33.
We analyse mode choice behaviour for suburban trips in the Grand Canary island using mixed revealed preference (RP)/stated
preference (SP) information. The SP choice experiment allowed for interactions among the main policy variables: travel cost,
travel time and frequency, and also to test the influence of latent variables such as comfort. It also led to discuss additional
requirements on the size and sign of the estimated model parameters, to assess model quality when interactions are present.
The RP survey produced data on actual trip behaviour and was used to adapt the SP choice experiment. During the specification
searches we detected the presence of income effect and were able to derive willingness-to-pay measures, such as the subjective
value of time, which varied among individuals. We also studied the systematic heterogeneity in individual tastes through the
specification of models allowing for interactions between level-of-service and socio-economic variables. We concluded examining
the sensitivity of travellers’ behaviour to various policy scenarios. In particular, it seems that contrary to political opinion,
in a crowded island policies penalising the use of the private car seem to have a far greater impact in terms of bus patronage
than policies implying direct improvements to the public transport service. 相似文献
34.
结合湖北孝感市的实际情况,对孝感市区老城区排水管道、渍水现象进行了分析,根据其存在的问题,对其旧城区原有排水管道进行了部分改造,实施了截流式合流制排水体制,对其新城区采用了雨污分流制的设计方案,并对其泵站排渍方案进行了经济比较论证。 相似文献
35.
结合工程实例,分析了连续刚构组合体系桥梁在活载作用下的静动力响应,所得结论对同类桥梁的建设及运营管理具有参考价值。 相似文献
36.
37.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(9):1147-1166
Optimum values are selected for the suspension damping and stiffness parameters of complex car models, subjected to road excitation, by applying suitable numerical methodologies. These models result from a detailed finite-element discretisation and possess a relatively large number of degrees of freedom. They also involve strongly nonlinear characteristics, due mostly to large rigid body rotation of some of their components and the properties of the connection elements. First, attention is focused on gaining some insight into the dynamics of the mechanical models examined, resulting when the vehicle passes over roads involving typical geometric profiles. Then, the emphasis is shifted to presenting results obtained by applying appropriate optimisation methodologies. For this purpose, three classes of design criteria are first set up, referring to passenger ride comfort, suspension travel and car road holding and yielding the most important suspension stiffness and damping parameters. Originally, the optimisation is performed by forming a composite cost function and employing a single-objective optimisation method. Since the design criteria are conflicting, a multi-objective optimisation methodology is also set up and applied subsequently. 相似文献
38.
Individual based numerical simulations of the copepod, Oithona davisae, feeding on motile prey, Oxyrrhis marina, under variable turbulent conditions are performed. These simulations correspond to laboratory observations conducted by Saiz et al. [Saiz, E., Calbet, A., and Broglio, E., 2003. Effects of small-scale turbulence on copepods: the case of Oithona Davisae. Limnol. Oceanogr., 48:1304–1311.].The flow field in the simulation is reconstructed by a kinematic simulation whose characteristic scales are derived from the grid mesh and the dissipation rates of the laboratory experiments. The kinematic simulation provides a simplified model, which while not fully realistic, captures the basic relevant feature of turbulence. A hop and sink swimming behaviour is prescribed for O. davisae, while O. marina moves along helical paths with random changes of directions.Three possible effects are tested: the existence of a time threshold in the duration of the contacts between predator and prey, a progressive reduction of the perceptive distance with increasing turbulence level and an abrupt reduction in feeding of O. davisae when the flow speed, in relation to the copepod position, is higher than a prescribed threshold. This last approach introduces an intermittency in the feeding which depends on the variations of velocity both in space and time within the numerical box.The introduction of the time threshold causes a dome-shaped relationship between the simulated enhancement factor and the dissipation rate, while with the other two effects, a monotonic decrease in the enhancement factor is observed, with values reasonably close to the ones observed in the laboratory experiment. In all the cases, the use of realistic values of biological parameters (e.g. swimming behaviour) reproduces response curves in the range of the observations. 相似文献
39.
简要介绍了2孔33 m钢-混凝土组合梁桥桥型及截面特点。同时针对目前尚无专门用于分析钢-混凝土组合弯梁桥的计算软件,在采用桥梁博士程序3.1.0版按照直梁桥进行结构的精确计算分析的同时,空间分析采用3D-BSA2006弯坡斜桥空间分析程序进行校核,对内外侧支座反力进行对比分析。 相似文献
40.