望江矶雨花台砾石层工程地质特性及形成机理

根据野外考察与实验资料，对南京雨花区望江矶的雨花台砾石层的工程地质性质作出初步评价认为该砾石层具有一定的固结性，较好的水稳性，较强的抗剪性，中低压缩性不同于现代松散的砂砾石堆积体，作者还运用沉积原理及风化理论对影响其工程地质性质的作用因素进行了探讨。     

钛酸铋的热力学理论

利用点群４／ｍｍｍ的对称性给出了应力作用下的钛酸铋的弹性吉布斯自由能的表达式，并导出了自发应变，介电性质和压电性质。     

Lorenz混沌系统的输入—输出性质分析

研究了Lorenz混沌系统的一类输入—输出性质，采用Lyapunov直接方法和数值仿真等研究方法，对Lorenz混沌系统的解的范数分别与输入信号的振幅、角频率之间的关系进行了分析，得出了诸多有意义而在线性系统中没有的结论，这对进一步研究Lorenz系统有重要的参考意义。     

沥青路面玻璃纤维加劲格栅的理化性能研究

通过沥青路面玻璃纤维加劲格栅的理化性能试验 ,给出了格栅的耐热性、耐腐蚀性、材料属性、抗张强度、弹性模量、温度对强度的影响等试验结果 ,为产品的应用提供了科学依据。     

Synthesis and Properties of Novel Copolymers Based on Fluorene and Thiophene

1 Results In this contribution we present the synthesis and characterization of novel copolymers based on fluorene and thiophene (see Scheme 1).They were synthesized by the Pd-catalyzed Suzuki coupling reaction of 9,9-dihexylfluorene-2,7-diboronic acid bis(1,3-propanediol) ester and 3-substituted (R=3-methylbutyl,hexyl,2-(pyren-1-yl)vinyl) 2,5-dibromothiophenes and characterized by GPC,IR and NMR techniques.UV-vis absorption,photoluminescence (PL) and electrochemical behavior of these polymers were also...     

STUDY ON POLYPYRROLE-VISCOSE CONDUCTING FIBER

The conductivity of Polypyrrole-viscose conducting fiber prepared with author's method can be shown up to as high as 2.106x10~(-2) S/cm. The main factors influencing the conductivity are the concentration of FeCl_3 used as dopant and initiator, the treatment time of viscose fiber as base material in FeCl_3 solution, temperature and polymerization time. It is found that the orientation and crystallization degree of viscose fiber keep constant before and after conducting treatment and the mechanical properties of conducting fiber is the same as that of base material. In addition, the distribution of polypyrrole in viscose fiber, and its effect on the conductivity were investigated in details by TEM.     

Mechanical Properties of Laterally Driven Microresonance with a One-Side Straight-Leg Suspension

The mechanical properties of lateral polysilicon comb-driven microresonators suspended from one-side straight-leg beams, which are widely used in linear microvibromotors, are investigated in this paper.The lateral vibration of the microresonator was modeled assuming that the symmetry of the microstructures and the applied loads are different. Methods were given to calculate the stress, lateral displacement, spring coefficient, and resonant frequency. The results show that the simple mechanical model is a superfluous system with three unknown variables. The results differ from pervious results for a microresonator suspended from double-side straight-leg beams, which has been commonly used to design linear microvibromotors.     

地基基础-坝体体系动力特性及地震反应分析的有限元与无限元耦合法

编制了有限元及有限元—无限元耦合计算程序，利用其分析了广西源口拱坝在有限域及无限域地基下的动力特性与动力响应，并与常规刚性地基下坝体的动力特性、动力响应进行比较，得出结论：1．弹性地基下拱坝自振频率减小、动位移最大值增大；2．耦合分析法具有较高的精度和显著的经济性，是工程应用中值得推广的一种分析方法。