景观钢箱圆弧拱桥设计与静动力分析

以三跨钢箱景观圆弧拱桥为例,介绍桥梁总体布置、上下部结构设计、建筑景观设计.为验证结构设计的合理性,利用大型有限元软件对桥梁结构进行了静力、稳定、特征值计算分析和两阶段两水平抗震设计分析,结果表明:(1)主桥结构的刚度、强度、稳定性均满足规范要求.(2)在E1、E2地震作用下,采用弯矩曲率曲线进行验算,结构均处于弹性状...     

珠江三角洲地区高等级公路可液化砂土地基抗震处理的初步研究

以GB 50011—2001《建筑抗震设计规范》中的判别和评价方法为研究方法,研究了袋装砂井和堆载预压对可液化砂土地基加固的抗震效果,并得出如下结论:一定高度的路堤能提高下卧地基中液化砂土的密实度,改善液化砂土地基的抗震性能,降低震害;加强型袋装砂井可以提高液化土层的标贯击数,小间距加强型袋装砂井对标贯击数的提高更为显著,这表明小间距加强型袋装砂井对液化砂层地基可以产生较强的挤密作用;加强型袋装砂井可以降低液化土层的液化指数,小间距加强型袋装砂井对液化指数的降低更明显。对于抗震烈度为7度和8度的设防区域,加强型袋装砂井可以将严重至中等的震害降低为中等至轻微。     

不确定线性系统的鲁棒容错控制

研究了范数有界参数扰动的不确定线性系统的鲁棒容错控制问题.基于Lyapunov稳定性理论,针对不确定线性系统存在执行器失效情况,给出了闭环系统具有完整性的一个充分条件.应用Riccati不等式和LMI(线性矩阵不等式)2种方法给出了线性不确定系统对执行器失效具有容错性和完整性的设计步骤.最后给出了一个仿真算例,以验证所给设计方法的有效性和简单性.     

Equilibrium properties of taxi markets with search frictions

The equilibrium properties of an aggregate taxi market are investigated using a general bilateral searching and meeting function which characterizes the search frictions between vacant taxis and unserved customers. Three specific issues are analyzed for meeting functions that exhibit increasing, constant and decreasing returns to scale. Firstly, service quality in terms of customer wait/search time and average profit per taxi are examined jointly in relation to taxi fleet size, and a Pareto-improving win-win situation is identified, where an increase in taxi fleet size leads to improvements in both service quality and market profitability. Such a Pareto-improving situation is found to emerge if and only if the meeting functions show increasing returns to scale. Secondly, the properties of the socially optimal solution are examined. It is found that the taxi fleet size should be chosen such that the total cost of operating vacant taxis equals the total cost of customer waiting time multiplied by an asymmetric factor of the meeting function, and that taxi services should be subsidized at social optimum only when the meeting functions show increasing returns to scale. Thirdly, the Pareto-efficient services are examined for trade-offs between social welfare and profits in the light of partially conflicting objectives of the public sector and the private taxi firms using a bi-objective maximization approach. The taxi utilization rate and the customer wait/search time or service quality are proved to be constant along the Pareto frontier and equal to those at social optimum if the meeting functions show constant returns to scale. Extensions are made to the cases with increasing and decreasing returns to scale.     

造景废砂联合抗疏力固化黄土的作用机制研究

为提高现有抗疏力固化黄土的强度,基于其改良黏土过程中团聚细小颗粒的原理,在抗疏力固化黄土中尝试加入不同目数的造景废砂进行改性增效.利用正交单轴抗压试验对改良效果进行评价,并采用XRD、MIP、SEM细观试验揭示废砂对抗疏力固化黄土的影响机制.结果 表明:抗疏力固化剂通过菱沸石团聚细小颗粒,增强粒间黏聚力,提高黄土强度,...     

高水压泥水平衡盾构掘进模型试验平台的研制与应用

为了实现可在2.0 MPa高水压环境下开展盾构试验研究的基础试验条件,结合拟建的琼州海峡隧道工程背景,充分调研了国内外盾构模型机研究成果,并根据试验研究的需求,研发了高水压多功能泥水平衡盾构模型试验平台。试验平台研制过程中攻克了在缩尺盾构模型机中实现泥水循环功能的问题,解决了高水压(2.0 MPa)下盾构机以及土箱整体强度和密封问题,实现了盾构姿态改变、变覆土高度等功能。按照一定的试验先期准备步序,在不同水压条件下,对泥水平衡盾构开挖过程中盾构姿态动态变化规律进行了模型试验研究。试验平台包括模型土箱、盾构模型机、液压泵站、电控柜、控制台、泥水循环系统等部分,可在200 m水头的高水压条件下进行泥水盾构施工的模型试验。研究结果表明:自主研发的泥水平衡掘进模型试验平台可在高水压条件下正常进行工作,并可进行与泥水盾构施工相关的模型试验;盾构姿态角改变量与盾构掘进距离的线性拟合结果表明,二者的拟合精度较高;随着试验水压的升高,在水平方向以及竖直方向上盾构姿态调整的难度逐渐增大;通过有土环境与无土环境的对比可知,高水压与地层反力的双重约束对盾构姿态控制提出了更高的要求。     

Methods of dropping auxiliary lanes at freeway weaving segments

Auxiliary lanes connecting freeway entrance and exit ramps provide additional space for entering and exiting vehicles to change lanes. The method of dropping auxiliary lanes is critical in the design of freeway auxiliary lanes. This study investigates the performance of different methods of dropping auxiliary lanes. Case studies were conducted at two selected freeway segments with successive entrance or exit ramps in the City of Houston. Traffic simulation analysis results of these two case studies show that additional operational benefits can be achieved by extending an auxiliary lane beyond the freeway weaving segment. The study also found that if the weaving segment is followed by an entrance/exit ramp and this ramp has high traffic volume, it can be less operationally favorable to extend and terminate the auxiliary lane at this entrance/exit ramp location. Instead, dropping the auxiliary lane before this entrance/exit ramp represents a more operationally effective option.     

珠三角地区公路工程水泥土搅拌桩检测体系的建立和分析

在总结当前水泥土搅拌桩质量检测的要点和检测方法的优缺点基础上,通过在珠江三角洲地区的多项公路工程水泥土检测试验,提出了短期和长期相结合、多项检测方法相结合的水泥土搅拌桩检测体系,对搅拌桩质量检测的频率、方法、指标、评定标准进行了详细的阐述。工程实践证明,采用这种系统的检测方法,可以满足水泥土搅拌桩的检测要求。     

新型包边工艺在样车试制过程中的应用及质量控制

文章主要描述了某重型卡车车门的产品结构和试制的工艺方案,同时对比两种不同试制包边方案,介绍了新型包边方案的设备和工装组成,对包边过程中的质量控制方法进行了分析,并给出解决方案。     

船用智能柴油机的发展现状

文章通过对MAN B&W公司和Wartsila-sulzer公司为代表的船用智能柴油机的对比分析,介绍了当前智能柴油机发展的基本状况,并预测船用智能柴油机将成为今后船用主机的主要机型.