太原市长风文化岛跨汾河学府景观桥建设项目可行性分析

可行性研究是建设项目投资前期的一项重要工作,是项目投资决策过程中一个必不可少的程序。本文对太原市长风文化岛跨汾河学府景观桥桥位地质条件、气象、水文、桥型设计、施工方案、工程管理、经济效益等进行了全面分析,认为该项目在技术上和经济上可行,但如何提高项目的偿还贷款能力仍需进一步讨论。     

HLA桥接多联邦系统时间管理策略研究

能够运行于广域网的桥接多联邦可以重用已有的HLA仿真系统，快速构建大规模分布仿真环境，扩大仿真应用范围。介绍了RTI时间管理机制；分析了桥接多联邦系统两种时间推进方式：联邦发起方式与桥接转换部件发起方式，给出了相应的结论；针对桥接转换部件发起方式，提出了基于LBTS的桥接多联邦时间推进算法，对于算法中涉及的时间推进约束条件及推进过程进行了研究。     

Design of steel box girder for Taizhou Yangtze River Highway Bridge

Taizhou Yangtze River Highway Bridge is the first three-pylon two-span suspension bridge in China. The main girder adopts flat steamline steel closed box girder which has well wind-resistant capability and is technically mature besides beautiful appearance. Straight web plates of the steel box girder in longitudinal direction are proposed in order to ensure the integrity of the steel box girder, and to keep the stress of the steel box girder continuous in the middle pylon, as well as to reduce the gradient of the middle pylon columns. The cross section of the box girder has one box with three cells. Solid-web diaphragm plate with good integrity and high torsional stiffness is adopted. The lifting lugs are utilized in the anchors of suspender cable. In this paper, selection of the cross section of the steel box girder, the general structure design, local structure design and main structure calculation results of Taizhou Yangtze River Bridge are introduced emphatically.     

A Study of the system control model of caisson dewatering of the north anchorage of Taizhou Bridge

A caisson foundation is applied to the north anchorage of Taizhou Yangtze River Highway Bridge of which the initial caisson sinking requires dewatering. Since the caisson foundation is quite close to nearby buildings, a system control model is established with source (sink) distribution and intensity being the object function, minimum requirements of settlement and deformation of surroundings caused by dewatering and dynamic water levels during different working procedures being constraints, and the design parameter of pumping wells being the variable,so as to lower the jeopardizing of surrounding buildings, which provides a new method for active control over settlement during dewatering. Such a method of dewatering based on system control model should be of significance for similar projects involving dewatering.     

浅谈龙潭河大桥高墩施工测量控制

阐述了龙潭河特大桥工程概况，针对影响施工测量精度的主要因素，介绍了采取的主要对策，包括应对日照温差的对策、应对大气对流影响的对策、应对施工偏心荷载的对策等，列举了测量控制的施工技术。     

桁梁桥横向联结系的实用空间计算

根据李国豪的桁梁扭转理论,本文提出了一种计算桁梁桥的梁单元有限元法。在此基础上,分析了两种类型的铁路简支钢桁梁桥,特别是其横联的力学功能,归纳得到了横联剪力H的实用计算公式。为了验证梁单元有限元法的可靠性,本文除介绍了一个模型试验的结果之外,还与空间杆系有限元法的计算结果进行比较。结果表明,本方法有足够的精度.     

牛湾大桥船桥撞击的力学问题分析

利用大型商用有限元软件Midas/Civil对牛湾大桥进行整体建模,研究了在船舶撞击下的结果安全性.根据船舶撞击力的合理取值,在合理模拟边界条件的前提下,分析了支座、预应力效应和汽车荷载等因素对大桥结构安全性的影响.     

鄂东大桥钢箱梁梁段制造及预拼装技术研究

本文基于鄂东大桥钢箱梁梁段预拼装及预制阶段几何形态数据采集的需要,对粱段拼装及线型的控制技术进行了探讨与研究。     

公路重大交通基础设施哑铃型路网构网算法

针对公路重大交通基础设施（特大桥、长大隧道等）的分布特征及道路安全管理特性，运用图论和流体网络理论，采用虚节点和虚分支的方法，提出哑铃型路网的基本概念、构建原则、构建流程和通路求解方法，为路网分析提供了基础的构网算法．以动态链接库封装对象的方式实现该算法，便于跨平台分布式的使用．以杭州湾跨海大桥为例，阐述了该算法的实际应用．     

苏通大桥群桩基础应力扩散角反演分析

等代墩基法是群桩沉降计算的一种简化模式,在计算超长大直径钻孔灌注群桩基础最终沉降量时,得到的理论值往往偏大,经沉降经验系数修正后其值又偏小,而且按照从外围基桩以-φ/4(-φ为平均摩擦角)来考虑应力扩散作用显然不适用于深水群桩基础沉降计算.鉴于此,利用苏通大桥地基基础安全监测系统实时在线监测数据,考虑钢护筒与桩身共同作用,采用等代墩基法模型反演不同施工阶段应力扩散角,得到荷载传递过程中应力扩散角随时间的变化规律,从而给出用等代墩基法计算深水群桩基础沉降时应力扩散角的取值范围,为桩基设计提供一定的理论依据.