大埋深土与井壁相互作用力学参数研究

利用高压直剪仪和三轴电液伺服机，采用模拟土与井壁接触面的土加砼混合试样，测得了在大埋深条件下，粘土和砂土与冻结法成井井壁相互作用力学参数大小。并结合实例，介绍了所得参数在井壁破裂分析中的应用。     

椭圆余弦波与直墙的相互作用

本文基于椭圆余弦波理论研究了浅水立波对直墙的作用，并对工程常遇到的波浪范围进行了计算，为了检验理论成果，进行了模型试验，并根据试验结果修正了理论公式，为便于工程应用，拟合了适宜于设计者使用的经验公式。     

高载比和高载出现频率对随机加载疲劳裂纹扩展行为的影响

陈述了以１６Ｍｎ钢紧凑拉伸试进行的变幅加疲劳裂纹扩展行为研究。通过改变瑞利分布随机荷载谱的高荷载比和高荷载出现频率，改变得复单峰过载谱中高载出现频率，研究了这些因素对疲劳裂纹扩展和寿命的影响。实验表明：随机加载条件下，高荷载对裂纹扩展的影响没有单峰过载加载时大；高载比和高载出现频率是影响裂纹扩展的重要因素；在实验随机加载条件下；高载比和高于２．０时，高荷载才对裂纹扩展有明显的迟滞作用，高载比小于２     

氢原子在氢气中的扩散系数和粘滞系数的理论计算

本文应用 Tang—Toennies 势模型计算了 H—H_2相互作用势,并在此基础上用物理力学方法计算了氢原子在氢分子中的扩散系数和粘滞系数.所得结果与实验值极其它理论相比较,更接近于实验值。最后从原子与分子物理学的观点出发,对其结果提出理论解释.     

热核中子皮厚度的微观研究

本文从扩展Skyrme相互作用出发,利用有限温度自洽半经典(FTSCSC)方法,确定热核核子密度ρ_q.(q=n、p),微观地研究了热核~(40)Ca、~(90)Zr、~(120)Sn在不同温度下的中子皮厚度.     

深基坑支护结构-土非线性共同作用弹性地基反力法

为使深基坑支护设计考虑支护结构-土的非线性共同作用,将地基土的水平基床系数视为深度和围护墙位移的非线性函数,建立作用于围护墙上的土压力增量的计算模型。进而根据一般弹性地基梁的挠曲微分方程,推导出考虑非线性共同作用的弹性地基梁的挠曲微分方程,并在分析深基坑开挖与回筑全过程中各工况支护结构的受力与变形特征的基础上,给出非线性共同作用弹性地基反力法的计算模型与求解方法。工程算例表明,该方法比现行规程设计方法得到的围护墙计算位移更接近实测位移,且计算参数的确定更为方便,具有较强的实用性。     

SO2对氮氧化物生成的影响

研究了燃料燃烧过程中 N- S间的相互作用 .分别从实验和数值计算的角度总结 SO2对 NOx 及含氮中间产物生成和释放的影响 ,并试图通过反应机理来解释 .SO2 在贫燃料状态下能降低热力型 NO的释放 ,抑制富燃料状态下快速型 NO的生成 ,对贫燃料及富燃料状态下燃料型NO释放的影响不能得到统一定论 ,但 N- S间确实发生了复杂的相互作用 .数值计算的结果与实验相差较大 ,但具有一定参考价值 ,且能得到实验难以测量的中间产物的浓度变化趋势     

Constructive difference and disagreement: A suprA-cooperation among agents

Differences among agents may be constructive in so far as they can bring solution enhancements or conflicts, the second case leading to solution modifications. What is dealt with in this paper is a cooperation involving different rational agents resulting in more than a mere addition of the agents' individual skills, thanks to a process of approval and refutation of the current solution. Lakatos' work is taken as a basis and adapted to a set of cooperating agents, so as to define the concept of supfA-cooperation and the corresponding interaction model. Three case studies are given, involving SuprA-cooperating human or artificial agents.     

Input/output facilities in LISP 1.9

LISP1.9 provides new input/output facilities, the conceptual channel and the current channel, which make program writing easier and execution faster. The channel attributes-column-setting, line number option, prompt-string, user-buffer, eol-handler, eof-handler and access rights-are useful for program writing; the channel interaction attributes-input-memo, output-memo and file I/O verification-are useful for system development. Random file I/O, array I/O, record handling, array-string conversion and Japanese character output are also provided.     

Rayleigh wave interaction with inhomogeneities—Part II: The buried cavity and inclusion

The elastodynamic interaction between an explosively generated Rayleigh pulse and a buried imperfection such as a cavity or an inclusion in a half plane is investigated. Dynamic photoelasticity was employed to obtain full field information for data analysis. Measurements of the stress distribution along the free boundary of the half plane and the cavity and along the cavity/inclusion interface have been made. Results show that fractures occur for shallow as well as for deeper burial depths initiating from the cavity boundary.