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| 1 | 2型糖尿病患者服用吡格列酮的膀胱癌风险显示文摘背景
吡格列酮是一种有争议的噻唑烷二酮类口服降糖药物,可以有效降低糖化血红蛋白(HbA1c)浓度,且降低心血管事件的发生风险,但同时也与体重增加和充血性心力衰竭风险的增加有关。尽管目前数据有限,但还是有证据显示它可能还与膀胱癌患病风险的增加有关。 | Laurent Azoulay assistant professor Hui Yin statistician Kristian B Filion assistant professor Jonathan Assayag graduate student 王子贤(编译) | 2012 | 中国处方药2012，10，5： | 17 |
| 2 | Structural condition assessment of long-span suspension bridges using long-term monitoring data显示文摘这份报纸集中于用监视系统的结构的健康测量的长期的监视数据开发一种联机结构的条件评价技术。为 Runyang 暂停桥的频率温度和横梁结束排水量温度的季节的关联首先被执行。然后,用一个六顺序的多项式的一种统计建模技术进一步被使用提出频率温度和排水量温度,测量频率和排水量的反常变化用吝啬的价值控制图表从被检测的关联。分析结果证明更高的颤动模式和排水量的形式的频率与环境温度和建议方法展览有显著季节的关联为检测形式的频率和排水量的微导致损坏的变化的一个好能力。结果证明建议方法能有效地从频率和排水量时间系列消除温度复杂并发症并且很好适合长跨度的暂停桥监视的联机状况。监视的关键词结构的健康 - 形式的频率 - 横梁结束排水量 - 温度 - 季节的关联 - 暂停桥牌旁边支持了:在资助号码下面的中国的国家自然科学基础 50725828 与号码 50808041;不到资助号码 200802861011 的中国的教育部的博士节目基础;东南大学在下面的研究生院的科学研究基础资助没有。 | Deng Yang~+,Ding Youliang~(++) and Li Aiqun~§Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China PhD Student ++ Assistant Professor ~§Professor | 2010 | Earthquake Engineering and Engineering Vibration2010，9，1： | 12 |
| 3 | Shear wave velocity-based liquefaction evaluation in the great Wenchuan earthquake: a preliminary case study显示文摘The great Wenchuan earthquake(Ms = 8.0) in 2008 caused severe damage in the western part of the Chengdu Plain.Soil liquefaction was one of the major causes of damage in the plain areas,and proper evaluation of liquefaction potential is important in the defi nition of the seismic hazard facing a given region and post-earthquake reconstruction.In this paper,a simplifi ed procedure is proposed for liquefaction assessment of sandy deposits using shear wave velocity(Vs),and soil liquefaction from the Banqiao School site was preliminarily investigated after the earthquake.Boreholes were made at the site and shear wave velocities were measured both by SASW and down-hole methods.Based on the in-situ soil information and Vs profi les,the liquefaction potential of this site was evaluated.The results are reasonably consistent with the actual fi eld behavior observed after the earthquake,indicating that the proposed procedure is effective.The possible effects of gravel and fi nes contents on liquefaction of sandy soils were also brie? y discussed. | Zhou Yanguo,Chen Yunmin and Ling Daosheng MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering,Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310058,China Assistant Professor Professor | 2009 | Earthquake Engineering and Engineering Vibration2009，8，2： | 9 |
| 4 | The Mechanism Analysis of Seafloor Silt Liquefaction Under Wave Loading显示文摘The sediment in Chengbei area of the Huanghe (Yellow River) subaqueous delta is the object of a reseach project in this article. The accumulating and dissipating effects following the change of time are considered first in the study area and the distributing curves of excess pore water pressure along with time and depth in the soil stratum are gained; the possibility of silt liquefaction is evaluated using the computing values and the affecting depth of liquefaction is given. This paper quantitatively analyzes the dynamic response of seafloor soil under the cyclic loading of waves and makes an inquiry into the instable mechanism of soil. | Yang Shaoli , Shen Weiquan Yang Zuosheng \Assistant, The Institute of Estuarine and Coastal Studies, Ocean University of Qingdao, Qingdao 266003 . Professor, The Institute of Estuarine and Coastal Studies, Ocean University of Qingdao, Qingdao 266003 | 1995 | China Ocean Engineering1995，10，4： | 8 |
| 5 | Designation and Development of Central Towns: A Case Study of Shiyan | LIU Aihua, PhD, College of Resources and Environment, Graduate School of Chinese Academy of Sciences Post-doctor, College of Economy, Nankai University and Tianjin Urban Planning and Design Institute, Tianjin, P. R. China. Research area: region planning, integrated urban-rural planning. XIE Zhengguan, Professor, College of Resources and Environment, Graduate School of Chinese Academy of Sciences, Beijing, P. R. China. Research area: urban geography and urban planning. ZHENG Yangyang, Assistant Planner, ICON United, Beijing, P. R. China. Research area: urban geography and urban planning. | 2012 | China City Planning Review2012，21，1： | 8 |
| 6 | The influence of synthetic jet excitation on secondary flow in compressor cascade显示文摘The detailed numerical simulation has been carried out to investigate the effect of synthetic jet excitation on the secondary flow at 5° incidence in a compressor cascade, in which the synthetic jet actuation is equipped on the suction surface. The influence of excitation position, one fixed near the trailing edge and the other fixed a little far from the trailing edge, has also been studied. The results show that unsteady disturbance of desirable synthetic jet effectively enhances the mixing of the fluid inside the separation region, which reduces the vortex intensity and the energy loss, improves the flow status in the cascade, and also suppresses velocity fluctuation near the trailing edge. Additionally, the actuation fixed near the separation region proves to be more effective and exit load distribution is more uniform due to the employment of the synthetic jet. | Yanming LIU, Tuo SUN, Chaobin GUAN and Baoguo WANG School of Aerospace Engineering, Beijing Institute of Technology, Beijing, 100081, China Assistant Professor | 2010 | Journal of Thermal Science2010，19，6： | 5 |
| 7 | STEP-POOL MORPHOLOGY IN HIGH-GRADIENT STREAMS显示文摘The focus of this study is to examine bed stability and morphology in high-gradient gravel-bed streams, and thus to improve understanding of the various parameters governing the sediment flow characteristics in mountain streams. Ultimately, this knowledge can be used to design pseudo-natural channels, as in the stream simulation method of culvert design; with this in mind, prototype conditions are evaluated in a flume with slopes ranging from 3% to 7%, and particle relative submergence varying from 0.5 to 2.5 for three bed size distributions. These experiments are designed to satisfy the conditions of dynamic similarity for flow and sediment, and they are preferred over field measurements since they allow a high degree of control over testing conditions. It is found that step-pool bedforms are the most ubiquitous features along the gravel bed. A new formula is developed that correlates step height with the gravel-bed size distribution, relative submergence of the particles, and the Froude number. The step spacing is found to be related to step height and streambed longitudinal slope. Flow resistance is also examined, and a formula is developed which accounts for the resistance due to the bedforms (form resistance), as well as the individual sediment particles (grain resistance). | A.R. MAXWELL and A.N. PAPANICOLAOU Research Assistant, Dept. of Civil and Envir. Engrg., Washington State University, Pullman, WA 99164-2910, Professor, Dept. of Civil and Envir. Engrg., Washington State University, Pullman, WA 99164-2910, | 2001 | International Journal of Sediment Research2001，16，3： | 5 |
| 8 | LOCAL SCOUR AROUND BRIDGE ABUTMENTS显示文摘This paper summarizes the design equations for local scour depth around bridge abutments as proposed by different investigators, and also the different factors, affecting the scour depth. Methods for the estimation of local scour depth based on dimensional analysis are also presented. The design methods based on empirical relations such as flow depth, flow intensity, sediment characteristics, abutments shape and size, alignment, and approach channel geometry are also discussed. Since clear-water scour is the maximum scour depth, the equation for clear-water scour is recommended for the computation of local scour depth around bridge abutments for uniformly and non- uniformly graded sediments. | Er. Shri Ram CHAURASIA1 and Pande B.B. LAL2 1 Assistant Professor, Civil Engineering Department, Madan Mohan Malaviya Engineering College, Gorakhpur-273 010 (U.P.) India, 2 Dr., Principal, Mada | 2002 | International Journal of Sediment Research2002，17，1： | 5 |
| 9 | “Color Revolutions” and Beyond显示文摘“Color revolutions” (or “orange revolutions”) broke out in some of the Commonwealth of Independent States in the past couple of years, reminiscent of the drama of disintegration of the former Soviet bloc at the turn of the 1990s. Why those upheavals came hot on the heels of the Soviet collapses merely a dozen or so years ago? Are we expecting more domino effects down the road? What geographical repercussions will they spark? A panel discussion was held on the topic and their views published in the journal. | Dr. Ji Zhiye is Research Professor and Assistant President of China Institutes of Contemporary International Relations (CICIR), and Director of the Institute of Russian Studies concurrently. He is editor and coauthor of many books including Russian Think-Tanks on Foreign Affairs and The Shanghai Cooperation Organization——New Security and New Mechanism. Dr. Xu Tao is Research Professor and Deputy Director of the Institute of Russan Studies, CICIR. Jiang Li is Associate Research Professor of the Institute of Russian Studies, CICIR. Da Wei is Assistant Director of the Institute of American Studies, CICIR. Dr. Chen Xiangyang is Deputy Director of the Center for Strategic Studies, CICIR. Ding Xiaoxing is Assistant Research Professor of the Institute of Russian Studies, CICIR. | 2005 | Contemporary International Relations2005，15，6： | 3 |
| 10 | Local Practices on Transfer of Development Rights in China: Background, Mode, Challenge and Breakthrough | WANG Hui, PhD, Part-time Researcher, Peking University-Lincoln Institute Center Associate Professor,Zhejiang University, Hangzhou, P. R. China. WANG Lanlan, PhD, Part-time Researcher, Peking University-Lincoln Institute Center Assistant Professor, Central University of Finance and Economics,Beijing, P. R. China. TAO Ran, PhD, Part-time Researcher, Peking University-Lincoln Institute Center Professor, RenminUniversity of China, Beijing, P. R. China. SHI Ke | 2012 | China City Planning Review2012，21，1： | 2 |
| 11 | VELOCITY PROFILE OF SEDIMENT-LADEN OPEN CHANNEL FLOW显示文摘A detailed literature survey of the existing models for vertical velocity profiles of open channel flow for both clear water and sediment-laden water is performed. It is found that flow resistance and suspended sediment particles affect velocity profiles significantly. The Karman constant K of the logarithmic law is equal to 0.41 near the channel bed but far from the bed the value will change due to flow resistance and sediment suspension. The exponent of the power law velocity profile is also affected by those two factors. A general logarithmic law and a general power law for the description of velocity profiles arc proposed herein and verified by the experiment data presented by several investigators. Satisfactory results were obtained. | LEE Hong Yuan and YU Wei Sheng Associate Professor, Dept. of Civil Engineering, National Taiwan University, Taipei, Taiwan, China Graduate Research Assistant, Dept. of Civil Engineering, National Taiwan University, Taipei, Taiwan, China | 1991 | International Journal of Sediment Research1991，6，1： | 2 |
| 12 | The Logical Structure of Open Sets | Ju Shier, Director of Institute of Logic and Cognition of Zhongshan University, Professor of Department of Philosophy of Zhongshan University. Liu Hu, PhD, Zhongshan University, Assistant Professor in the Department of Philosophy, University of Pittsburgh. | 2003 | Social Sciences in China2003，24，3： | 2 |
| 13 | WAVE CURRENT FORCE COEFFICIENTS ON INCLINED CYLINDER AND A NEW ESTIMATION METHOD显示文摘Based on the review of present force coefficients estimation methods, a new method in the frequency domain, revised cross-spectrum estimation method, is presented in this paper. Some experiments on the wave-current force on inclined cylinders are also described and the wave current force coefficients are estimated by the revised cross-spectrum estimation method. From the results, it is found that the wave and current directions have some regular effect on the coefficients. According to the results, some empirical formulas are obtained for converting the wave-current force coefficients on inclined cylinders into a unified coefficient. Comparisons show that the unified coefficients are in good agreement with other results. | Teng Bin and Li Yucheng Research Assistant, Dalian University of Technology, Dalian Professor, Dalian University of Technology, Dalian | 1990 | China Ocean Engineering1990，5，3： | 2 |
| 14 | PHYSICAL MODELING OF HYDRAULIC DESILTATION IN TAPU RESERVOIR显示文摘A movable bed physical model was constructed to investigate hydraulic desiltation by flushing and lateral erosion in the Tapu reservoir, Taiwan. The model scaling is based on the requirement for dynamic similarity of cohesive sediment deposit initiation in flushing processes. For model scaling, flume experiments investigating the initiation of cohesive sediment deposits were carried out to establish the relationship between critical shear stress of the flow and dry density of the deposit. Experiments in the physical model were then performed to measure the variations of the reservoir water level, the outlet discharge and the outflow sediment discharge. The processes of emptying and flushing were observed and analyzed in the main flushing channel. One of the experiments was conducted to simulate the on-site flushing operations on June 11, 1997. The results showed that the total 0cumulative flushed sediment volume by physical modeling was close to that by numerical simulation. To deal with the fioodplain deposits, experiments of lateral erosion as an auxiliary method were also conducted in the physical model to investigate the effectiveness and applicability for the0 Tapu reservoir. | Jihn-Sung LAI and Fi-John CHANG Assistant Research Fellow, Hydrotech Research Institute, National Taiwan University, Taipei, 10617, Taiwan Professor, Department of Agriculture Engineering and Hydrotech Research Institute, National Taiwan University, Taipe | 2001 | International Journal of Sediment Research2001，16，3： | 2 |
| 15 | BED FORMS AND RESISTANCE PROPERTIES OF LIGHT-WEIGHT BED MATERIAL显示文摘Based on experimental results from a large tilting flume, the characteristics and de- veloping processes of bed forms of plastic particles during scouring and deposition are systematically studied. The relationships of the occurence, development and disappearence of sand waves with the flow conditions are presented. Various statistical characteristics of sand waves with different sizes and the corresponding resistance properties of different bed forms of plastic particles are obtained. These results have filled in the gaps in bed forms and resistance properties of light sediment particles. It also serves as useful reference in the design of river model tests. | WANG Guixian ,WANG Xingkui,GUO Jiachao Professor, Sediment Research Laboratory, Dept. of Hydraulic Engineering, Tsinghua University, Beijing 100084, China. Associate Professor, Dept. of Hydraulic Engineering, Tsinghua University. Assistant, Dept. of Hydraulic Engineering, Tsinghua University. | 1993 | International Journal of Sediment Research1993，8，3： | 2 |
| 16 | Experimental Wave Power Plant at the Pearl River Estuary显示文摘The first Chinese experimental wave power plant, i. e., the shoremountcd experimental wave power plant at the Pearl River Estuary was successful in trial power generation on February 15, 1990. The plant is on the south shore of the Dawanshan Island in the Pearl River Estuary, facing the vast waving South China Sea. With a designed wave condition of H1/10= 1.5 m and T= 6.5 s, the planned installed capacity is 8 kW comprising the first unit of 3 kW brushless clawpole generator which delivers 110 V DC current and the second unit of 5 kW brushless single phase synchro AC generator which delivers 220 V AC current. At present, the first unit has been put into trial operation. | Liang Xianguang, Gao Xiangfan, Zheng Wenjie Yu Zhi, Jiang Niandong, Hou Xiangqin and You Yage 1. Associate Professor, Guangzhou Institute of Energy Conversion, the Chinese Academy of Sciences, Guangzhou2. Senior Engineer, Guangzhou Institute of Energy Conversion, the Chinese Academy of Sciences, Guangzhou3. Assistant Researcher, Guangzhou Institute of Energy Conversion, the Chinese Academy of Sciences, Guangzhou4. Engineer, Guangzhou Institute of Energy Conversion, the Chinese Academy of Sciences, Guangzhou | 1991 | China Ocean Engineering1991，6，4： | 1 |
| 17 | NOVEL DESIGN OF A BIOELECTRIC AMPLIFIER WITH MINIMIZED MAGNITUDE AND PHASE ERRORS显示文摘A new design of a bioelectric amplifier that has better parameters than conventional designs is presented. The design allows the construction of bioelectric amplifier with improved parameters in terms of common-mode rejection ratio and phase and magnitude errors. The voltage gain is easily adapted to a wide range of biomedical applications. The experimental and simulation results of the designed bioelectric amplifier are also included. | Mashhour Bani Amer Assistant Professor | 2001 | Journal of Electronics(China)2001，18，3： | 1 |
| 18 | Retail location and consumer behavior显示文摘 | Professor Brian J. L. Berry Research Assistants H. Gardiner Barnum Robert J. Tennant | 1962 | Papers of the Regional Science Association1962，，1： | 1 |
| 19 | Relationship Between Distribution of Residents'Travels and Intensity of Mixed Land-use:A Case Study on Central Districts of Guangzhou City | LIN Hong,Postgraduate student,Teaching Assistant,Guangzhou City Polytechnic College,Guangzhou,P.R.China. LI Jun,PhD,Associate Professor,School of Engineering,Sun Yat-sen University Member,Intelligent Transport Standardization Commission of China,Guangzhou,P.R.China. LI Caige | 2009 | China City Planning Review2009，18，1： | 1 |
| 20 | MODELING SEDIMENT PROCESSES ON SMALL WATERSHEDS:A CONCEPTUAL FRAMEWORK Ⅰ. BROAD SHALLOW FLOW PROCESSE显示文摘A conceptual modeling framework for developing process-based mathematical models of sediment generation, transport, and deposition on broad shallow flow areas is presented. The governing equations relevant to process-based modeling of broad shallow flow sediment processes on small watersheds are presented and the effects of space and time averaging on the predictive equations are described. Starting from the most general one-dimensional, unsteady model of sediment processes, simpler model structures are obtained and the successive simplifications made on the governing equations in order to obtain simpler and less detailed formulations are described. Specific model formulations are given for illustrative purposes and applications of these models to erosion and sediment yield prediction from broad shallow flow areas are shown using sediment data from rainfall simulator plots. In spite of some progress made in the development of process-based erosion and sediment yield models from broad shallow flow areas, further developmental modeling efforts must be based on a clear separation between hydrologic and hydraulic processes, and the soil properties which are significant for each. | Vicente L. LOPES Assistant Professor, School of Renewable Natural Resources, The University of Arizona, Tucson, Arizona, 85721 Peter F. FFOLLIOTT Professor, School of Renewable Natural Resources, The University of Arizona, 85721 | 1992 | International Journal of Sediment Research1992，7，3： | 1 |
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