用三维非定常欧拉有限元方法进行波体干扰计算

本文利用理想流体的欧拉方程和用有限元方法建立了波体干扰计算模型.在自由表面上应用了线性自由面边界条件,非定常的欧拉方程用分步法求解,并用时间步进积分法分别处理压力泊松方程,速度方程和自由面上的波浪运动.为了证明本文提出的计算方法,在自由面上摇荡的半球用于作为数值计算例,把计算结果与用不同的理论方法得到的结果进行了比较.     

重庆石忠高速公路忠县长江大桥粘滞阻尼器参数分析

利用非线性动力时程分析方法,从抗震角度对重庆石忠高速公路忠县长江大桥粘滞阻尼器的阻尼系数C和阻尼指数ξ进行详细的参数分析,给出不同参数下桥梁结构的内力和位移反应。分析结果表明,通过纵桥向设置粘滞阻尼器能有效减小主桥结构的地震反应。同时,对粘滞阻尼器参数的确定提出建议。     

Exploring the propensity to perform social activities: a social network approach

Conceptual and empirical models of the propensity to perform social activity–travel behavior are described, which incorporate the influence of individuals’ social context, namely their social networks. More explicitly, the conceptual model develops the concepts of egocentric social networks, social activities, and social episodes, and defines the three sets of aspects that influence the propensity to perform social activities: individuals’ personal attributes, social network composition, and information and communication technology interaction with social network members. Using the structural equation modeling (SEM) technique and data recently collected in Toronto, the empirical model tests the effect of these three aspects on the propensity to perform social activities. Results suggest that the social networks framework provides useful insights into the role of physical space, social activity types, communication and information technology use, and the importance of “with whom” the activity was performed with. Overall, explicitly incorporating social networks into the activity–travel behavior modeling framework provides a promising framework to understand social activities and key aspects of the underlying behavioral process. Juan Antonio Carrasco a PhD candidate in Civil Engineering at the University of Toronto, holds a MSc degree in Transportation Engineering from the Pontificia Universidad Católica de Chile. His doctoral research explores the relationships between social networks, activity–travel behavior, and ICTs. His research interests also include microsimulation, land use-transportation, and econometric modeling. Eric J. Miller is Bahen-Tanenbaum Professor of Civil Engineering at the University of Toronto where he is also Director of the Joint Program in Transportation. His research interests include integrated land-use/transportation modeling, activity-based travel modeling, microsimulation and sustainable transportation planning.     

计算河道正常高水位线以确定亲水平台高程

该文阐述了确定河道人行亲水平台高程的控制因素——正常高水位线的计算方法及过程,结合分析河道已建壅水建筑物对正常高水位线的影响,提出了确定人行平台高程应遵循的原则并介绍一种简便的校核计算正常高水位线的方法。     

桥头跳车引起的路面受力计算分析

桥头路面沉将导致路、桥过渡段纵坡几何不平顺,由此引起桥头跳车现象。桥头跳车现象将导致路面受力显著的变化。通过建立简化的车辆运动双轴动力模型,得出在桥头跳车过程中车辆的动力振动方程,进而考虑桥头跳车现象中车辆运动的各种边界条件,给出该方程的解析解。结合工程实例计算,对高等级公路跳车过程中后轮对路面作用力进行分析,由此揭示车辆驶向和驶离桥面时车轮对路面作用力的变化情况,可供桥头路基路面沉降分析及相应的设计规范或规定的制定参考。     

局部开挖减少航道外波能集中的规律研究

通过波浪数学模型,对航道局部开挖使波能重新分配的规律进行研究,分析不同开挖形式对波能集中的影响,用以解决工程实际问题。     

一类带小参数的三阶非线性边值问题

研究了带小参数的一类三阶边值问题：εχ＇＂＝f(t,χ，χ＇，ε），χ（0）＝A，χ＇（0）＝χ＇（1），χ＂（0）＝χ＂（1），得到解的存在性和渐进估计。     

随机参数激励下船舶的横摇运动

本文用能量包线统计平均法研究船舶在随浪和斜浪作用下的横摇运动,适用于阻尼较小因而激励谱的带宽较之响应谐的带宽大得多的情况。通过解 FPK方程可得出能量包线的概率密度,进而计算出各种响应统计量。这一方法允许把激励谱的具体形式考虑进去,特别适用于有强非线性恢复力矩情况。     

城市立交桥——异型平板桥设计

本文介绍了异型平板桥的设计计算方法 ,推导了配筋弯矩的计算公式 ,并概述了此种结构受力特点和构造要求     

涡轮增压器蜗壳喷嘴出口速度分布的数值模拟

以k—ε双方程模型模拟车用柴油机涡轮蜗壳内的气体流动情况 ,以心形线拟合蜗壳的通流截面 ,和SIMPLEST算法对蜗壳喷嘴出口气流角和速度的分布情况进行了三维数值计算 ,并将计算结果与实测流场进行了比较 ,两者分布规律吻合较好