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| 1 | Optimal scheduling for two-processor systems显示文摘 | Ass. Prof. E. G. Coffman Dr. R. L. Graham | 1972 | Acta Informatica1972，，3： | 1 |
| 2 | Thermal boundary layers over a wedge with uniform suction or injection in forced flow显示文摘 | Ass. Prof. Dr. T. Watanabe | 1990 | Acta Mechanica (-)1990，，3： | 1 |
| 3 | Hypothesis of local determinability for five-dimensional strain trajectories显示文摘 | Ass. Prof. Dr. E. Tanaka | 1984 | Acta Mechanica (-)1984，，1： | 1 |
| 4 | Thermal boundary layers over a wedge with uniform suction or injection in forced flow显示文摘 | Ass. Prof. Dr. T. Watanabe | 1990 | Acta Mechanica (-)1990，，3： | 1 |
| 5 | Understanding Decisions to Internationalize by Small and Medium-sized Firms Located in an Emerging Market显示文摘 | Ass. Prof. Frances Fabian Prof. Henry Molina Assoc. Prof. Giuseppe Labianca | 2009 | Management International Review2009，，5： | 1 |
| 6 | 用梯度法进行地形跟随/地形回避轨迹优化显示文摘利用飞机的横向机动增加地形对其的遮蔽,可提高飞机在低空突也的生存能力。运用动态规划和梯度搜索法,推导出使地形遮最大的最优飞行轨迹的几种算法。动态规划通常需要额外的执行时间和处理器存储空间.而梯度方法用于三维轨迹优化时,收敛性能较差。 | Asse.,SJ | 1997 | 空载雷达1997，，1： | 0 |
| 7 | Experimental Research on Shear Behavior of Reinforced Concrete Composite Beams Under Uniformly Distributed Load显示文摘An experimental program was carried out to study the shear behavior of the reinforced con-crete composite beam(RCCB)subjected to two-phase uniformly distributed load.A total of 12 reinforcedconcrete composite beams were tested:10 of them were the RCCB subjected to two-phase uniformly dis-tributed load,the other 2 were the comparative reinforced concrete beams cast at the same time as theRCCB subjected to one-phase uniformly distributed load.The interface of precast unit and recast concretewas natural and rough.The test range of the main composite factors:the ratio of precast section depth tocomposite section depth was from 0.35 to 0.65,the ratio of first-phase load moment to precast section ulti-mate bearing moment was from 0.25 to 0.65.Based on the test results,the stresses of the longitudinal rein-forcements and stirrups,the load-bearing properties of the interface,the crack state and the failure charac-teristics of the RCCB under uniformly distributed load are discussed.The effects of the stirrups。 | ZHAO Shunbo Ass. Prof., North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450045, P. R. China. | 1998 | China Ocean Engineering1998，13，4： | 0 |
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