牌楼长江大桥“梁重转移”法施工钢箱梁临时锁定区域受力优化

牌楼长江大桥主桥为主跨730m的双塔混合梁斜拉桥,主跨扁平钢箱梁采用桥面吊机整体吊装、悬臂拼装法施工,施工中采用“梁重转移”技术将待拼装节段与已安装节段分2次进行临时锁定,并提出采用特制的压力调节装置调节该区域受力。为分析该装置对临时锁定区域的受力调节效果,采用ANSYS软件建立钢箱梁节段模型,模拟施工中临时锁定区域的压力调节过程,分析压力调节前、后临时锁定区域的受力及变形,并对实际应用效果进行对比分析。结果表明:压力调节装置对临时锁定区域的水平受力优化效果明显,对临时锁定区的相对高差影响不明显;该压力调节装置的实际应用效果较好。     

中低速磁浮交通小线间距单渡线道岔设计研究

为了减小中低速磁浮交通单渡线道岔区线路的线间距,降低工程总体造价,研究设计一种小线间距单渡线道岔。详细介绍这种小线间距单渡线道岔设计的完整思路和随动移梁装置、梁端抬轨装置的设计结构,并阐述防止单渡线道岔转动时梁端对接不发生干涉的方法及梁间合理的预留间隙。该设计采用UG软件进行转辙驱动仿真模拟,为中国首条中低速磁浮商业运营示范线工程化设计提供技术保障,为其他新型城市轨道交通制式小线间距道岔的设计提供设计理念和方法。     

关于既有线C2等级转换点设置的探讨

为充分发挥快速铁路效益,满足区域城市交通运输需求,既有线提速开行动车组工程项目将日益增多,等级转换点的设置问题也将在设计中成为一个必须研究的课题。结合既有集包增建二线实施CTCS-2级列控系统工程,针对既有线的实际情况对C0/C2等级转换点的设置问题进行探讨,提出等级转换点的设置应在满足线路运输组织方式、尽量提高铁路线路运输能力的前提下必须考虑列车运行速度及制动距离等因素的结论。     

A Numerical Model for Multiple Phase Transformations in Steels during Thermal Processes

IntroductionltiswellknownthatmetallmpicalstrUcforeofsteelsandheattransferarefullycouPled.PhasechangesdependontemPertheeevoluton,whereastemPertheeisinfluencedbycontrastsofmaterialcharacteristicsbetWeenphasesandlatenheateffects.AlotofworkhasbeenpefformedonthssubeCt,andclassicalmodelsarenowwidelyimPlementedintofiniteelementcomPutercodes[l][2][31[4][5][61.Thesemodelsaregenerallybasedonf.AVramityPekinetics[7][8]l9]Whnthephasechangeisgovernedbydiffusion,.TheKoistinen-Marburgerlaw[l0]fOrmfornsi…     

Mitigating the effect of impact loading on a vehicle using an essentially nonlinear absorber

The aim of this study is to investigate the ability of an essentially nonlinear vibration absorber to mitigate the large accelerations transmitted to a passenger compartment of a vehicle which is subjected to shock-type transient loading at the chassis. For such problems, the induced vibration typically attains its maximum value shortly after the application of the loading; thus, it may be impossible to dissipate a major portion of the input energy prior to the occurrence of the peak response. Here, a class of absorbers possessing a form of discontinuous essential stiffness nonlinearity is employed to achieve the desired mitigation. In this paper, we apply a single vibro-impact (VI) absorber to the chassis and examine whether the resulting energy transfer mechanism is an effective way to reduce the peak value of the inertial force measured at the passenger compartment. The influence of the absorber parameters is first studied based on a practical impulsive force, and the optimal design of the absorber is then obtained. Next, an asymmetric clearance arrangement of the absorber is suggested to facilitate the mitigation. Finally, an impulsive acceleration excitation is applied to the system to examine the robustness and efficacy of the optimised absorber. Results of numerical simulations demonstrate that a properly designed VI absorber can significantly decrease the maximum inertial force at the passenger compartment, generated by external impulsive excitations.     

Investigation of ship waves in a narrow channel

This paper presents a discussion of the characteristics of ship waves in a narrow channel restricted by vertical walls, based on observed data and the results computed by a 2-D model. In the numerical model, the propagation of waves generated by a moving ship is simulated by solving 2-D depth-integrated Boussinesq equations. To get the boundary conditions at the location of the ship, the slender-ship approximation is employed. A field observation was carried out at a straight length of navigation channel. The ships targeted in the observations are two kinds of waterbuses with lengths of 28 and 24 m. The relative depth Froude number for the river current, an appropriate parameter for assessing the influence of the current on ship wave characteristics in a navigation channel, ranged from 0.47 to 0.76. The observed maximum wave height varied between 0.13 and 1.26 m. The maximum wave height of the wave train is sharply increased when the relative depth Froude number exceeds 0.6. The results computed by the present model agree fairly well with the observed data.     

某站场地基强夯振动影响范围研究

针对某站场地基采用6000kN·m夯击能强夯加固海漫滩填海区工程，现场测试了地表振动速度，在此基础上，分析研究了振动在水平方向的衰减规律、主振频率等，分析了拟建场地边立交桥在不同夯击能下的安全距离．结果表明：地表最大振动速度的衰减规律满足乘幂关系；强夯产生的振动的主振频率均处于10Hz以下；以地表振动速度作为判别标准，测得该场地在6000kN·m夯击能下对立交桥的安全距离为30m．     

浅谈长距离泵送混凝土的改善工艺

文章结合工程实例，分析了施工过程中因长距离泵送混凝土而使桥梁桩基在水下混凝土灌注时出现断桩的主要影响因素，并就改善长距离泵送混凝土工艺，防止水下混凝土灌注出现断桩的措施进行了探讨。     

台北捷运办理路线、场、站土地开发之检讨及执行成效

台北都会区大众捷运系统为顺利取得捷运系统用地充分土地利用,以捷运土地开发方式提供民众在征收以外之一项选择,从而减少政府财政负担,增加财务效益。并导入以大众运输为导向发之土地开发(Transit Oriented Development TOD)规划理念,同时强化土地开发使用的强度增加使用诱因;规划健全捷运转乘需求,以达到运具整合之功能,并纳入公共元素,进行整体开发。为了捷运土地开发能更顺利、公平、效率的推动,藉本文将施行成效及与相关捷运场、站共同开发之案例进行检讨,提供其他类似开发案参考。