Influence of seismic input on response of Baihetan arch dam

The dynamic responses of the arch dam including dam-foundation-storage capacity of water system, using two different earthquake input models, i.e. viscous-spring artificial boundary （AB） condition and massless foundation （MF）, were studied and analyzed for the 269 m high Baihetan arch dam under construction in China. By using different input models, the stress and opening of contraction joints （OCJs） of arch dam under strong shock were taken into consideration. The results show that the earthquake input models have slight influence on the responses including earthquake stresses and openings of contraction joints in different extents.     

Connecting parameters optimization on unsymmetrical twin-tower structure linked by sky-bridge

Based on a simplified 3-DOF model of twin-tower structure linked by a sky-bridge, the frequency response functions, the displacement power spectral density （PSD） functions, and the time-averaged total vibration energy were derived, by assuming the white noise as the earthquake excitation. The effects of connecting parameters, such as linking stiffness ratio and linking damping ratio, on the structural vibration responses were then studied, and the optimal connecting parameters were obtained to minimize the vibration energy of either the independent monomer tower or the integral structure. The influences of sky-bridge elevation position on the optimal connecting parameters were also discussed. Finally, the distribution characteristics of the top displacement PSD and the structural responses, excited by El Centro, Taft and artificial waves, were compared in both frequency and time domain. It is found that the connecting parameters at either end of connection interactively affect the responses of the towers. The optimal connecting parameters can greatly improve the damping connections on their seismic reduction effectiveness, but are unable to reduce the seismic responses of the towers to the best extent simultaneously. It is also indicated that the optimal connecting parameters derived from the simplified 3-DOF model are applicable for two multi-story structures linked by a sky-bridge with dampers. The seismic reduction effectiveness obtained varies from 0.3 to 1.0 with different sky-bridge mass ratio. The displacement responses of the example structures are reduced by approximately 22% with sky-bridge connections.     

Fabrication and thermal performance of grooved-sintered wick heat pipe简

Some novel grooved-sintered composite wick heat pipes（GSHP） were developed for the electronic device cooling.The grooved-sintered wicks of GSHP were fabricated by the processes of oil-filled high-speed spin forming and solid state sintering.The wick could be divided into two parts for liquid capillary pumping flow：groove sintered zone and uniform sintered zone.Both of the thermal resistance network model and the maximum heat transfer capability model of GSHP were built.Compared with the theoretical values,the heat transfer limit and thermal resistance of GSHP were measured from three aspects：copper powder size,wick thickness and number of micro grooves.The results show that the wick thickness has the greatest effect on the thermal resistance of GSHP while the copper powder size has the most important influence on the heat transfer limit.Given certain copper powder size and wick thickness,the thermal resistance of GSHP can be the lowest when micro-groove number is about 55.     

耐温耐盐乳状液驱替体系性能研究

对合适HLB值的乳化剂进行了筛选和评价,优选了具有较强稳定性能的乳状液。静态测试结果显示乳状液具有较好的耐温和耐盐性能,随着矿化度的提高,其稳定性能略有降低,但是幅度不大。该乳状液体系具有很高的黏度,渗流阻力能够提高140倍左右,说明乳状液体系能够在高温高盐条件下取得很好的驱替效果。驱替实验还表明乳状液滴与孔喉的匹配性决定了乳状液在多孔介质中的运移能力。     

大豆蛋白改性维纶纤维的电学性质研究

为了降低大豆蛋白改性维纶纤维在纺纱过程中的静电现象,通过测试不同温湿度状态下的大豆蛋白改性维纶纤维的比电阻,对大豆蛋白改性维纶纤维的质量比电阻与温湿度条件间的关系进行实验研究。实验结果表明,大豆蛋白改性维纶纤维和普通维纶纤维的质量比电阻随着相对湿度和温度的升高而降低;大豆蛋白改性维纶纤维和普通维纶纤维的质量比电阻对数,随着相对湿度和温度的升高而降低,而且相对湿度在60%以上及温度在30℃以内时,大豆蛋白改性维纶纤维的质量比电阻及质量比电阻对数低于普通维纶纤维,降低程度较明显。因此,适当提高温湿度条件,可以使纤维纺纱时的静电问题得到控制。该研究为大豆蛋白纤维纺织生产提供了理论依据。     

全电子式有源程控电阻器的设计

提出了一种具有量程程控转换和阻值预置功能的电阻器设计方法,其实现电路由量程转换电路、增益设置电路和控制电路三部分组成,内部无继电器,具有多量程、阻值连续可调、分辨力高、准确度高等优点,针对提高电阻器分辨力和量程转换速度,以及消除导通电阻误差和引线误差,提出了具体的电路实现方法,对系统的分辨力和准确度进行测试验证,并通过分析实测数据可知,当阻值在0~1 kΩ范围时,分辨力可达到0.1Ω,阻值超过1 kΩ时,分辨力可达到1Ω.     

基于C8051F350三线制热电阻测温仪表的设计

详细阐述了基于C8051F350片上系统的热电阻测温仪表的工作原理与校准方案,并对测量误差进行了详细的分析,从整体上简化了传统测温仪表的电路结构,降低了仪表电路成本,同时也提高了的可靠性.     

锈蚀混凝土梁承载力退化的试验研究

通过试验研究了锈蚀混凝土梁承载力的退化.试验中,共浇铸和试验了58个梁以调查钢筋锈蚀程度、锈蚀电流密度、水灰比和保护层厚度对梁承载力退化的影响.结果表明:当纵向裂缝宽度小于0.01mm时,梁承载力有较小程度的提高,但当纵向裂缝宽度大于0.01mm时,梁承载力随着纵向裂缝宽度的增大而减小.梁承载力退化速率随着锈蚀电流密度和保护层厚度的增大而减小,但随着水灰比的增大而增大.     

PID参数整定的MCP标准传递函数法公式

根据MCP标准函数,利用控制器标准传递函数设计方法推导得出了一种新的PID参数整定公式.通过理论分析和仿真试验,验证了用MCP法公式整定的系统具有超调量小和鲁棒性高的优点.     

CFRP 布加固钢筋混凝土双向板抗弯性能分析

选取实际工程中CFRP布加固双向板的实例,利用ANSYS有限元软件建立加固模型,通过逐级递增施加楼面活荷载,对比分析了对比板与加固板的跨中挠度、钢筋应力及承载力,研究了在CFRP布加固方式不同、加固厚度不同及加固量不同时加固板力学性能的规律。结果表明：与对比板相比,CFRP布加固的双向板能有效提高抗弯承载力,减小挠度;贴布面积相同时,分散“＃”字型铺贴加固板效果优于密集“＃”字型和“＋”字型的;适当增加CFRP布粘贴厚度,在原有加固方式基础上增加加固量,均有利于提高板的抗弯承载力;CFRP布宽度增加,有利于提高板的抗弯承载力,但不利于CFRP布强度的发挥。