基于第一振型的结构控制MR阻尼器优化设计

磁流变阻尼器是一种性能优良的智能阻尼器,将其应用于实际工程中具有广阔的前景。但目前对其在结构中的优化设计研究还不够多。提出一种用于中底层建筑MR半主动控制阻尼器优化设计的方法,它是以控制结构的第一振型反应为目标,可以兼顾安全和经济两方面的要求,且设计过程较为简便。仿真计算表明,对比以往所采用的试算法,这种方法在控制的有效性和可行性方面都有观显提高。     

细粒子气溶胶光学厚度和谱分布偏振的反演

 细粒子气溶胶物理和光学参数定量卫星遥感反演一直是环境和气候领域研究人员关注的重要课题。气溶胶参数卫星业务遥感产品主要是反演气溶胶光学厚度,它体现大气中气溶胶总含量的信息,而获取气溶胶谱分布函数有助于进一步了解气溶胶物理特性,并提高气溶胶其他参数的遥感探测精度。目前,陆地气溶胶卫星反演面临两个关键问题:一是气溶胶模式;二是地表反射贡献的去除,偏振遥感在这两方面有其独有的优势。本文以多角度偏振方法,采用RT3辐射传输模型建立矢量查找表,利用法国PARASOL探测器一级数据反演了京津唐地区的细粒子气溶胶光学厚度和谱分布参数,并使用AERONET地基观测数据对反演结果进行验证,结果表明:偏振方法能较高精度地实现细粒子气溶胶光学厚度反演,而谱分布的反演还需进一步改进。     

论欠发达地区小企业集群的发展模式选择

欠发达地区发展小企业集群的模式必须坚持因地制宜,走多样化和特色化的发展道路,主要做法可归纳为：大力发展贴近区域工业化发展水平要求的小企业集群;大力发展具有区域经济特色的小企业集群;大力发展体现区位环境优势的小企业集群;大力发展提升本地产业结构水平的技术密集型的小企业集群;大力发展与区域内大中型国有企业产业配套能力强的小企业集群。     

On RPC model of satellite imagery

IntroductionThe rational polynomial coefficient ( RPC)model is a generalized sensor model that is usedas an alternative solution for the rigorous sensormodel for IKONOS of the spacei maging. As thenumber of sensors increases along with greatercomplexity ,…     

DNA03电子水准仪GSI-8数据格式转换软件开发

对徕卡DNA03电子水准仪线路测量模式及GSI-8数据存储格式进行了研究,基于Visual C++6.0平台MFC对话框,编写GSI-8数据格式向Excel电子表格水准记录簿格式的转换软件,实现DNA系列电子水准仪内置的5种线路测量模式GSI-8数据自动向满足国家水准测量规范的Excel电子手簿记录格式转换,测站各项限差指标自动检核并定位,水准测量等级满足从一等到四等以及等外水准的要求,相同等级和同一类型的线路数据文件实现批量格式转换。     

Influence factors on the seismic behavior and deformation modes of gravity retaining walls

This study investigated the influence factors on the seismic response and deformation modes of retaining walls using large-scale model shaking table tests. Experimental results showed that the distribution of peak seismic earth pressures along the height of a wall was a single peak value curve. The seismic earth pressures on a gravel soil retaining wall were larger than the pressures on the weathered granite and quartz retaining walls. Also, the peak seismic earth pressure increased with increases in the peak ground acceleration and the wall height. The measured seismic active earth pressures on a rock foundation retaining wall were larger than the calculated values, and the action position of resultant seismic pressure was higher than 0.33 H. In the soil foundation retaining wall, the measured seismic earth pressures were much smaller than the calculated values, while the action position was slightly higher than 0.33 H. The soil foundation retaining wall suffered base sliding and overturning under earthquake conditions, while overturning was the main failure mode for the rock foundation retaining walls.     

Benefit Sharing on Transboundary Rivers: Case Study and Theoretical Exploration

Benefit sharing on transboundary rivers is an approach to address equitable and reasonable development and utilization of transboundary water resources (TWR). Through analyzing a few typical benefit sharing cases, this paper provides a systematic discussion of the theory of TWR benefits sharing. TWR features a kind of common pool resources (CPRs). Its benefit sharing subjects are the riparian countries. The shared benefits usually include flood prevention, power generation, navigation, irrigation, contributions to society and culture, etc. The benefit sharing modes mainly include shared benefits and responsibilities, reciprocal rights and obligations, equal benefit distribution, cost proportion-based benefit sharing, and demand-based benefit sharing. The first step in the realization process of benefit sharing is the sharing of data and information. Second is the benefit identification and evaluation. Third is the establishment of a mechanism to guarantee the benefit sharing. The conditions for realizing benefit sharing depends on, first, if the riparian countries are willing to cooperate with each other; second, whether the cooperation can bring incremental benefit or cost reduction in comparison with unilateral operation; and third, if the benefit distribution is equitable and reasonable and can stand the test of time.     

Analytical design of an underwater construction robot on the slope with an up-cutting mode operation of a cutter bar

In this paper, the movements of the analytical models of complete underwater tracked vehicle (UTV) and cutter bar (CB) tool systems on a surface as well as their movements up and down a slope in the up-cutting mode operation are fully studied and analyzed. First, the mathematical expression of the mechanics, for which the forces, moments, and energy from the CB to the UTV are analyzed, is related. Next, analyses on the systemic parameters and their sensitivity are conducted to observe the variations of the operational and geometric parameters, as well as the cutter-tool and material-condition effects on the force, moment, and power components. Also, a design process composed of seven typical steps is proposed as the reference of a trencher-machine design. The important design parameters of the trenching machine such as the length of the CB, the nose radius of the CB, and the height of the pivot point are designed according to the proposed design process; furthermore, these parameters are used for the estimation of the slope-angle range when the trencher system is working on the slope. To demonstrate the application of derived equations to practical problems of the machine design, a number of numerical simulations are performed. Through the numerical simulations, the important parameters of the system such as the tangential force, F_t, the tractive thrust, H, the normal reaction, V, the cutting moment, M_c, the maximum carrier weight, W, and the available power are analyzed. From these, as a reference data for the designing of a trencher machine, the previous design of the system can be improved.     

黄河河口“一水三流”行河方式研究

通过阐述黄河河口入海流路运用方式研究的必要性,对已有行河方式优缺点进行分析,并提出了“一水三流”行河方式,其主要工程措施包括:西河口附近清水沟主槽内修建橡胶坝形成水库、库区修建连接刁口河与十八户的分流闸、两条备用流路引河开挖和主河槽开挖等。分析提出该工程的主要功能包括:减轻防洪压力,并有利于河道整治工程施工;减少河道占用面积,有利于三角洲经济和社会发展;有利于水资源的合理利用和调配;有利于生态环境保护;有利于莱州湾生态整治示范工程实施;对通航无不利影响。同时,也提出了需要进一步研究的问题:河口来水来沙情势研究、莱州湾开发方案研究、“一水三流”运用方式研究、治理方案可行性研究。     

极端波浪作用下海上施工栈桥承载性能评估

海上施工栈桥作为一种可以快速装配的施工辅助设施,在跨海大桥建设中得到广泛应用。为研究海上施工栈桥在极端波浪作用下的结构性能,基于波浪增量分析(IWA)理论,提出海上施工栈桥承载性能评估方法。以某在役海上施工栈桥为例,考虑杆件弹塑性和节点局部柔性建立结构非线性分析模型,评估了海上施工栈桥在不同方向极端波浪荷载作用下的结构承载性能及倒塌失效模式。研究表明,随着极端波高逐渐增大,栈桥依次出现首次屈服、塑性铰和倒塌起始三种非线性行为点,结构将依次经历正常使用、可以使用、临近倒塌和倒塌破坏四个承载性能状态;波浪入射方向对于海上施工栈桥的承载性能和倒塌失效模式影响较大;海上施工栈桥的主要薄弱部位位于钢管桩桩底及其与支撑框架下横撑相交的节点处,应在设计中重点关注。