长联大跨桥梁无缝线路力学特性与结构设计

随着桥梁跨度、联长的不断增加,复杂的梁轨相互作用给桥上无缝线路设计带来了巨大挑战。本文在总结桥上无缝线路计算理论和求解模型的基础上,以某长联大跨桥上无缝线路为例,对其力学特性和结构设计进行了系统研究。研究表明:(1)长联大跨桥上无缝线路纵向附加力较大,钢轨强度往往难以满足规范要求;(2)梁端设置伸缩调节器,可有效减小梁轨相互作用,放散钢轨纵向力;(3)梁端设置抬枕装置可有效缓解梁缝增大导致的轨道刚度不均匀问题,需与伸缩调节器配套使用;(4)长联大跨桥上轨道设置健康监测系统十分必要。     

Stochastic wave spectra estimation (SWSE) based on response surface methodology considering uncertainty in transfer functions of a ship

In this paper, a new wave spectra estimation method is proposed in which the frequency domain wave estimation method (FDWE) is extended into a probabilistic analytical framework in order to estimate the encountered sea states involving uncertainty in transfer functions of a ship. The proposed method, named the Stochastic Wave Spectra Estimation (SWSE), makes use of an Hermite polynomial chaos expansion (PCE) to represent the uncertainty in the transfer functions and the response surfaces. The method involves a mathematical formulation where an extension of the deterministic FDWE concept to the space of random variables is made. The proposed method can accurately and easily estimate the encountered wave spectra based on ship response measurements accounting for uncertainty in the transfer functions. In this paper, numerical and experimental investigations of the proposed SWSE are made, where the uncertainties in the transfer functions of heave and pitch motions of a containership are taken into account. The validity of the SWSE is demonstrated by comparison to results of uncertainty analyses through the Monte-Carlo simulations (MCS).     

基于圆孔扩张理论的CFG桩成桩效应计算分析

利用圆孔扩张理论对CFG 桩处理公路软粘土的成桩效应进行了理论分析,依据工程实例对沉管引起的桩间土超静孔压、地表隆起量及土体挤密性进行了计算。研究结果对深入理解CFG 桩沉管的“隔桩跳打”工艺,解释单桩沉管过程对相邻已打桩成桩质量的影响,以及复合地基桩间距的合理设计均具有理论和实用价值。