嵌岩桩桩-土-岩共同作用的非线性计算方法研究

大量试桩资料表明,桩身荷载传递函数曲线多符合双曲线模型,故有必要对嵌岩桩荷载传递性状进行非线性分析。为此,引入双曲线模型,以荷载传递法为基础,提出了一种可充分考虑桩土与桩岩荷载传递性质差异的桩—土—岩共同作用计算方法。并将其用于实测试桩资料的数据分析。结果表明,基于双曲线模型的非线性桩—土—岩共同作用计算方法能准确地描述嵌岩桩荷载传递性状,且参数容易取得,是一种工程中可行的计算方法。     

混凝土面层与贫混凝土基层的层间作用对荷载应力和弯沉的影响

采用层间接触模型进行了三维有限元分析,并根据弯沉结果提出了用弯沉盆形状系数表征的结合系数,比较了应力有限元解和等刚度法的差别。研究了层间剪应力的分布和摩阻系数对路面状态的影响,最后分析了板的翘曲变形和尺寸效应的影响。初步分析结果表明:混凝土面层与贫混凝土基层之间为半结合状态,并非理想的结合式或分离式,建议对贫混凝土基层的应力进行20%～40%的修正。     

PBRRI： A Hybrid Peer-to-Peer Communication Model in Distributed Systems

In distributed systems independent agents need to interact with each other to accomplish their task. Modern peer-to-peer computing technologies always concern with enabling interaction among agents and help them cooperate with each other. But in fact, access control should also be considered to limit interaction to make it harmless. This paper proposed a proxy based rule regulated interaction (PBRRI) model. Role based access control is introduced for security concerns. Regulation rules are enforced in a distributed manner so that PBRRI can be applied to the open distributed systems such as Internet.     

试论结构主义与民俗学

结构主义始于语言学界,其影响波及诸多领域,是20世纪60、70年代以来备受瞩!?人思潮;民俗学作为一门交叉学科,在其学科发展道路上与各人思潮有着紧密的关系。结构主义运用于研究人类学、神话学以及民俗事项,从而揭示其根本的深层发展规律的目标与特征,与民俗学自身所具有的结构特征形成互动,并相互促使各自的发展。     

基于有限元法的柔性靠船桩设计分析

选取广州港某扩建码头中使用的柔性靠船桩作为工程实例,采用P-Y曲线法,利用通用有限元软件ANSYS对柔性靠船桩进行受力分析;同时土体采用Mohr-Coulomb模型,利用有限差分软件FLAC建立实体土单元与柔性靠船桩相互作用模型进行桩的受力复核,并将二者的计算结果进行对比分析,得出较为合理的设计成果,为港工设计人员提供有效参考。     

不同作用力下高桩码头叉桩受力分析

高桩码头结构的复杂性、桩体与土相互作用的非线性以及外力的多样性,使得桩体受力相当复杂。文章探讨了桩土相互作用的数值模拟方法,采用ANSYS有限元软件,建立了高桩码头桩体与土相互作用的数值计算模型,并结合正交化试验,进行了不同荷载下码头结构受力的仿真计算,并通过数理统计分析,得到了叉桩桩顶受力随荷载改变的变化规律以及叉桩桩顶受力的极限情况,为分析高桩码头叉桩破损原因提供了参考依据。     

车联网交互的方法探讨

车联网交互,包括按键、触控、语音、眼神、人脸识别、手势等多模态人车交互,随着智能网联的发展,车联网交互逐步在趋向语音、眼神、手势,正在发生一场尤为深刻的变革,而新的交互方式,也必将先服务于用户体验.本文对车联网交互方式,做了一些新的探讨.     

Combination hedging strategies for crude oil and dry bulk freight rates on the impacts of dynamic cross-market interaction

The fluctuation of freight rates revenue and the fierce volatility of oil cost are two of the most key risk exposures in the shipping industry. However, neglecting the dynamic interrelationship between the cost and the revenue markets leads to the overestimation or underestimation of hedging ratios, which makes the present single hedge strategy less efficient. This paper proposes an optimal combination hedging model for a shipowner trading the derivatives of crude oil and dry bulk freight rates simultaneously with the cross-market economic linkages. We investigate the impacts of spillover transmission, structural breaks, and dynamic conditional correlations (DCCs) on the optimal combination hedging trading. It is found that the significant volatility transmission between oil future and dry bulk forward freight agreements suggests a high dependence of the Capesize sector on the oil fluctuations, which means that the dynamic cross-market interactions have significant impacts on the aggregate risk exposures. Furthermore, the DCCs incorporating structural breaks significantly improve the performance of the combination hedge, which is superior to the two separate hedging strategies. Our study offers new insights into how the freight rates and oil markets relate to a combination hedging, which can be used to promote the risk management in the market.     

考虑桩-土作用的PHC管桩极限变形及其影响因素分析

单调荷载作用下PHC管桩的极限变形是判断结构损伤的一项重要参数。为了解桩、土参数对PHC管桩在单调荷载作用下变形的影响,采用ABAQUS有限元软件的纤维梁单元模型和共结点法,建立考虑桩土相互作用的PHC管桩有限元模型,使用P-y土弹簧模拟桩土相互作用,混凝土采用UCONCRETE03本构模型,预应力纵筋采用USTEEL02本构模型,分析配筋率、桩基入土深度、土体不排水抗剪强度、轴压比等参数对PHC管桩极限变形的影响规律。计算结果表明:桩基极限位移随桩基配筋率的提高而增加,但随桩基入土深度、土体不排水抗剪强度、轴压比的增加而减少,并拟合单调荷载作用下的PHC桩基极限位移的计算公式。     

考虑流固耦合的任意支撑和分支角度三通管阻抗计算方法

计算分析任意支撑和分支角度三通管轴向和横向声阻抗和机械阻抗,为管路系统噪声预报和声学优化提供支撑.首先建立直管段14方程流固耦合模型,利用拉氏变换并对方程进行推导,得到直管段14个参量频域解析解.然后结合分支点的平衡条件和边界条件,得到任意支撑和分支角度三通管的最终解,在此基础上,利用阻抗计算公式结合不同的参数解,求得三通管1个声阻抗和6个机械阻抗值.最后,通过试验验证计算方法正确性,同时对不同支撑和分支角度的三通管阻抗特性进行计算和分析.