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371.
Timing rules for major transportation investments 总被引:3,自引:0,他引:3
The timing decision for major transportation investments – when to build – typically is made without an objective approach
for considering the economic value of implementation at different times. This paper uses a model of benefit-cost analysis
and derives rules for timing major transportation investments. Three sets of conditions are considered, depending on whether
annual benefits of an investment are uncertain and whether the objective is to maximize net present value or simply to achieve
positive net present value. The timing rules under each set of conditions are stated in three forms: benefit-cost ratio, annual
benefits, and implementation time. The paper compares these timing rules analytically, discusses potential applications, and
illustrates them with a numerical example. Consequences of incorrectly using the timing rules are also examined with the example.
This revised version was published online in June 2006 with corrections to the Cover Date. 相似文献
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373.
Dynamic Interaction of Railway Train and Bridges 总被引:4,自引:0,他引:4
K. H. Chu V. K. Garg A. Wiriyachai 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》1980,9(4):207-236
An analytical method for obtaining the dymanic responses of a train of locomotives moving on bridges is presented. The ratio of dynamic response to maximum static response is called the amplification factor, and its maximum absolute value minus one is called the impact. Each four-axle locomotive is modelled as a rigid body with three degrees of freedom: bounce, pitch and roll, and with a suspension system consisting of springs mounted on wheels. The locomotives are assumed to be connected by frictionless joints to form the train. The bridge is modelled as a three dimensional structure, with the masses lumped at the truss joints. All joints, including the floor beam connections, are assumed to be rigid, except those for the bracing members, which are assumed to be hinged. Vertical displacements are considered as the only dynamic degree of freedom. The mathematical formulation is described briefly, and a numerical example is given. Locomotive and truss member properties, together with stresses in some typical members, are given in the tables. The amplification factors of the responses in some typical bridge members are shown in the figures. 相似文献
374.
蒋坝水位站是洪泽湖代表水位之一,是淮河流域防汛抗旱调度的重要依据。建于1914年1月,2004年4月迁址重建。分析了蒋坝水位站的代表性;介绍了站址方案的选择和水位观测平台高程的确定。叙述了水位观测平台的结构型式和结构设计,以及施工情况。通过一年的比测,新建的蒋坝水位站达到了设计目的,在2007年淮河大水中发挥了重要作用。 相似文献
375.
LTW495C型电台是无线列调运用的主要设备。该机有时发生“死机”现象,使部分或全部功能丢失,造成通信中断。 相似文献
376.
DETECTIONOFHPV16E_6GENEINCERVICALCANCERTISSUE¥YuanYuhang(袁育康);LiuHanxin(刘汉馨);LiuZbengreng(刘正风);ChuYonglie(楚雍烈)(DepartmentofMi?.. 相似文献
377.
对重力模型参数随时间变化的规律进行了研究,用正弦函数描述了重力模型参数的波动规律,改进了原有重力模型将参数标定为常数的缺陷,并通过数据拟合对实例进行了验证,结果表明该模型预测精度较高。 相似文献
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