"转运-摊铺"系统机群运行规律及状态分析

以沥青混凝土路面机械化施工系统为研究对象．建立“转运-摊铺”系统服务的数学模型,应用随机服务系统理论,研究系统中“转运摊铺”子系统的运行状态,对其作业规律进行数学分析,确立施工系统初配机群配置方案合理性的评价指标。     

基于多级模糊模式识别方法的停车诱导系统评价

为了确定停车诱导系统实施是否达到预期目标和功能要求,需对系统进行整体评价,以确定系统达到了预计的哪种实施效果层次。分析并归纳了城市停车诱导系统的评价指标,将多级模糊模式识别方法引入到对停车诱导系统的评价中来,详细介绍了该方法的基本原理,并通过实例说明了方法应用的具体步骤。结果表明,运用该方法可对停车诱导系统设计与实施效果优劣较好地作出评判。     

TC模式公交线路服务水平评价分析

该文根据TC模式特点,建立公交线路服务水平综合评价指标体系,选用线性综合评价方法对顺德中心城区按TC模式运营的公交线路的服务水平进行分析评价,为改进公交服务水平,更好地推进TC模式改革提供依据。     

Wave Number Method for Three-Dimensional Steady-State Acoustic Problems

Based on the indirect Trefftz approach, a wave number method (WNM) is proposed to deal with three-dimensional steady-state acoustic problems. In the WNM, the dynamic pressure response variable is approximated by a set of wave functions, which exactly satisfy the Helmholtz equation. The set of wave functions comprise the exact solutions of the homogeneous part of the governing equations and some particular solution functions. The unknown coefficients of the wave functions can be obtained by enforcing the pressure approximation to satisfy the boundary conditions. Compared with the boundary element method (BEM), the WNM have a smaller system matrix, and is applicable to the radiation problems since the wave functions are independent of the domain size. A 3D acoustic cavity is exemplified to show the properties of the method. The results show that the wave number method is more efficient than the BEM, and it is fairly accurate.     

变量相关情况下结构可靠指标的简化算法

根据可靠指标的几何意义，通过坐标转换和矩阵变换，探讨了非线性功能函数在变量相关条件下可靠指标的直接迭代计算方法，导出了计算可靠指标的分位值法迭代计算公式，并给出了2个算例，计算结果表明，与传统算法相比，该算法计算简单、精度高。     

APP改性油毡在道路工程中的应用

针对APP改性沥青油毡在道路工程中的应用还不广泛,许多研究尚处于初级阶段的情况,分析了APP油毡的工作原理并在参照相关行业标准的基础上,考虑层间粘结及抗裂的特殊要求,调整和补充了技术指标,最后提出了推荐指标．并明确了施工技术要点,为APP油毡在道路工程中的应用提供了参考。     

颅脑手术患者血糖和血清激素水平变化的观察

对42例颅脑手术患者术前及术后3d内血糖和血清胰岛素、促生长素、皮质醇、T4及T3含量作了检测。结果表明：颅脑手术患者术后血糖和血清胰岛素、促生长素及皮质醇含量均有明显增高，而血清T4和T3含量改变不大。认为血糖含量测定可以作为估价颅脑手术引起脑损伤严重程度和患者意识障碍的客观指标，同时颅脑手术后血清胰岛素、促生长素和皮质醇水平的改变对机体糖代谢发生紊乱起重要作用。     

城市物流能力评价研究

城市物流能力是城市综合竞争力的重要内容，能极大地带动区域经济的增长．文中从城市物流能力的内涵人手，提出并建立了城市物流能力测算的数学模型，从城市物流能力的基础性、支持性、促进性和保障性四个方面提出了测评城市物流能力的指标体系，并进行了实例分析．     

Contour line of load transfer ratio for vehicle rollover prediction

For vehicle rollover control systems, an accurate and predictive rollover index is necessary for a precise rollover threat detection and rollover prevention. In this paper, the contour line of load transfer ratio (CL-LTR) and the CL-LTR-based vehicle rollover index (CLRI) are proposed, describing LTR threshold and LTR change rate precisely, providing an accurate prediction of vehicle rollover threat. In detail, the CL-LTR is proposed via the roll dynamics phase plane analysis, and its analytical solution of one-degree-of-freedom vehicle roll model and extension for full vehicle are derived. Moreover, the predictive CLRI is proposed and evaluated via vehicle dynamics study. The results demonstrate that vehicle rollover threat is predicted accurately based on the CLRI, which shows benefits for the vehicle rollover prediction and stability control.     

考虑围岩应变强化及扩容的深埋软岩隧洞时变位移解

为描述深埋软岩隧洞围岩时变位移受岩石应变强化与扩容协同影响的复杂力学过程,假设岩体为符合Burgers体与Drucker-Prager屈服准则组合的黏弹塑性模型,在考虑应变强化及扩容效应影响的初始应力场下,推导得到深埋软岩隧洞的黏弹塑性时变位移解析解并进行分析。结果表明:该解析解能较好地描述软岩隧洞蠕变位移受岩体应变强化和扩容的影响。随着幂强化指数或剪胀角的增大,隧洞围岩的时效变形逐渐增大,且发展变快。隧洞围岩在应变强化和扩容效应的共同影响下,幂强化指数与剪胀角越大,其位移越敏感,且幂强化指数对围岩位移的敏感性更高。为验证该解析解的实用价值,与工程实测数据进行对比,结果显示计算值与实测值吻合较好,表明该解析解对深埋软岩隧洞时变位移预测具有一定的借鉴意义。