半刚性基层沥青路面反射裂缝足尺试验研究

通过反射裂缝足尺试验来评价纤维增强沥青混合料和玻璃纤维土工格栅对抑制反射裂缝的效果，对抑制机理作了分析。试验证明，在普通沥青混合料中加入聚酯纤维以及使用改性沥青可使脆化点温度降低，增强低温抗裂性，加入聚酯纤维和在基层与面层之间铺设玻璃纤维格栅可有效抑制反射裂缝。     

乍嘉苏高速公路改性沥青SMA-13面层试验段施工

通过在浙江省乍浦—嘉兴—苏州高速公路改性沥青SMA—13路面试验段施工,总结出一套较为成熟的施工工艺,作为大面积施工依据。     

S^2 BHCA Multiple AUVs cooperation oriented control architecture

Oceanographic survey, or other similar applications should be the applications of multiple AUVs. In this paper, the skill ＆ simulation based hybrid control architecture （S^2BHCA） as the controller＇s design reference was proposed. It is a multi-robot cooperation oriented intelligent control architecture based on hybrid ideas. The S^2BHCA attempts to incorporate the virtues of the reactive controller and of the deliberative controller by introducing the concept of the ＂skill＂. The additional online task simulation ability for cooperation is supported, too. As an application, a multiple AUV control system was developed with three ＂skills＂ for the MCM mission including two different cooperative tasks. The simulation and the sea trials show that simple task expression, fast reaction and better cooperation support can be achieved by realizing the AUV controller based on the S^2BHCA.     

船用往复泵管路减振技术研究

船舶往复式水泵管路振动一直是国内有待解决的难题，本文在分析往复式舱底泵管路振动产生机理的基础上，针对往复式水泵管路振动特性，运用近年来研制的一些新型管路减振元件，如袖套式挠性接管、管路消振器、管路流体压力蓄能器等，对往复式水泵管路振动进行试验研究，为管路减振设计提供了有意义的参考依据。     

STUDY ON THE THERAPEUTIC EFFECTS OF GINSENOSIDE Rg-1 AND GASTRODINE ON AD MODEL RATS INDUCED BY β-AMYLOID PEPTIDE （25-35）

Alzheimer sdisease(AD)isadegenerativedis orderofcentralnervoussysteminhumanbeing.It ischaracterizedbylossofmemory,cognitivede clineandmisbehavior,aswellasoxidativedamage isincreasedandmetabolicrateisdecreased.Major pathologicalmarksofADareextracellarsenil…     

双相化处理工艺对冷拔双相钢丝组织和性能的影响

研究了08Mn2Si钢不同工艺处理后双相组织的形态及冷拔中组织与性能的变化,结果得到:950℃预淬火后再经临界区加热淬火时可以得到细小均匀的纤维状双相组枳,这种组织在冷拔中转变为很细的平行于拔丝方向的纤维状组织,且具有最好的强度和韧性。     

强化胎盘因子对细胞因子产生的影响

在观察了强化胎盘因子对淋巴细胞增殖试验影响的基础上,应用CTLL-2和7TD_1两种细胞株对强化胎盘因子刺激后的小鼠脾脏细胞分泌白细胞介素-2(IL-2)和白细胞介素-6(IL-6)水平分别进行了实验研究。结果表明,强化胎盘因子促进T淋巴细胞增殖,使小鼠脾脏细胞分泌IL-2和IL-6水牛均明显提高,有增强机体免疫功能的作用。     

A second order volume of fluid （VOF） scheme for numerical simulation of 2-D breaking waves

Among all environmental forces acting on ocean structures and marine vessels, those resulting from wave impacts are likely to yield the highest loads. Being highly nonlinear, transient and complex, a theoretical analysis of their impact would be impossible without numerical simulations. In this paper, a pressure-split two-stage numerical algorithm is proposed based on Volume Of Fluid (VOF) methodology. The algorithm is characterized by introduction of two pressures at each half and full cycle time step, and thus it is a second-order accurate algorithm in time. A simplified second-order Godunov-type solver is used for the continuity equations. The method is applied to simulation of breaking waves in a 2-D water tank, and a qualitative comparison with experimental photo observations is made. Quite consistent results are observed between simulations and experiments. Commercially available software and Boundary Integral Method (BIM) have also been used to simulate the same problem. The results from present code and BIM are in good agreement with respect to breaking location and timing, while the results obtained from the commercial software which is only first-order accurate in time has clearly showed a temporal and spatial lag, verifying the need to use a higher order numerical scheme.     

工程机械租赁业的现状及前景

“租赁”在中国实际上已经有很长的历史。然而，工程机械租赁业在中国大陆是20世纪90年代才兴起的，其发展也就是近20年的事情.     

Experimental study on the width of the turbulent area around bridge pier

At present, the method of calculating the turbulent flow width around the bridge pier is not given in the "Standard for Inland River Navigation" (GB50139-2004) in China, and the bridge designer usually increases the bridge span in order to ensure the navigation safety, which increases both of the structural design difficulty and the project investments. Therefore, it is extremely essential to give a research on the turbulent flow width around the bridge pier. Through the experiments of the fixed bed and the mobile bed, the factors influencing the turbulent flow width around the bridge pier have been analyzed, such as the approaching flow speed, the water depth, the angles between the bridge pier and the flow direction, the sizes of bridge pier, the shapes of the bridge pier, and the scouring around the bridge pier, etc. Through applying the dimension analytic method to the measured data, the formula of calculating the turbulent flow width around the bridge pier is then inferred.