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| 1 | Deep seismic reflection profile across the juncture zone between the Tarim Basin and the West Kunlun Mountains显示文摘Fine structures of the crust and upper mantle of the basin-and-range juncture on the northwestern margin of the Qinghai-Tibetan Plateau are first delineated by the deep seismic reflection profile across the juncture zone between the Tarim Basin and the West Kunlun Mountains. Evidence is found for the northward subduction of the northwest marginal lithosphere of the Qinghai-Tibetan Plateau and its collision with Tarim lithosphere beneath the West Kunlun Mountains. The lithosphere image of the face-to-face subduction and collision determines the coupling relationship between the Tarim Basin and the West Kunlun Mountains at the lithosphere scale and reflects the process of continent- continent collision. | GAO Rui HUANG Dongding LU Deyuan QIAN Guihua LI Yingkang KUANG Chaoyang Li Qiusheng LI Pengwu Feng Rujin Guan Ye | 2000 | Chinese Science Bulletin2000，45，24： | 30 |
| 2 | A deep seismic sounding profile across the Tianshan Mountains显示文摘The deep seismic sounding profile across the Tianshan Mountains revealed a two-layer crustal structure in the Tianshan region, namely the lower and upper crusts. Lateral variations of layer velocity and thickness are evidently shown. Low-velocity layers spread discontinuously at the bottom of the upper crust. The Mono depth is 47 km in the Kuytun area and 50 km in the Xayar area. In the Tianshan Mountains, the Moho becomes deeper with the maximum depth of 62 km around the boundary between the southern and northern Tianshan Mountains. The average velocity ranges from 6.1 to 6.3 km/s in the crust and 8.15 km/s at the top of the upper mantle. Two groups of reliable reflective seismic phases of the Moho (Pm1 and Pm2) are recognized on the shot record section of the Kuytun area. A staked and offset region, 20-30 km long, is displayed within a shot-geophone distance of 190-210 km in Pm1 and Pm2. Calculation shows that the Moho is offset by 10 km in the northern Tianshan region, 62 km deep in the south while | LU Deyuan LI Qiusheng GAO Rui LI Yingkang LI Dexing LIU Wen ZHANG Zhiying | 2000 | Chinese Science Bulletin2000，45，22： | 9 |
| 3 | Preliminary Study on Deep Geology of Dabie Orogenic Belt显示文摘 | Dong Shuwen (Nanjing Institute of Geology and Mineral Resources CAGS Nanjing 210016 China)Wu Xuanzhi (Institute of Mineral Deposits CAGS Beijing 100037 China)Gao Rui Lu Deyuan (Institute of Geology CAGS Beijing 100037 China)Li Yingkang (562 Co | 1996 | Continental Dynamics1996，，02： | 1 |
| 4 | Molecular game theory for a toxin-dominant food chain model显示文摘Animal toxins that are used to subdue prey and deter predators act as the key drivers in natural food chains and ecosystems.However,the predators of venomous animals may exploit feeding adaptation strategies to overcome toxins their prey produce.Much remains unknown about the genetic and molecular game process in the toxin-dominant food chain model.Here,we show an evolutionary strategy in different trophic levels of scorpion-eating amphibians,scorpions and insects,representing each predation relationship in habitats dominated by the paralytic toxins of scorpions.For scorpions preying on insects,we found that the scorpion a-toxins irreversibly activate the skeletal muscle sodium channel of their prey(insect,BgNayl)through a membrane delivery mechanism and an efficient binding with the Asp/Lys-Tyr motif of BgNayl.However,in the predatory game between frogs and scorpions,with a single point mutation(Lys to Glu)in this motif of the frog's skeletal muscle sodium channel(fNay 1.4);fNay 1.4 breaks this interaction and diminishes muscular toxicity to the frog;thus,frogs can regularly prey on scorpions without showing paralysis.Interestingly,this molecular strategy also has been employed by some other scorpion-eating amphibians,especially anurans.In contrast to these amphibians;the Asp/Lys-Tyr motifs are structurally and functionally conserved in other animals that do not prey on scorpions.Together,our findings elucidate the protein-protein interacting mechanism of a toxin-dominant predator-prey system,implying the evolutionary game theory at a molecular level. | Bowen Li Jonathan R.Silva Xiancui Lu Lei Luo t Yunfei Wang Lizhen Xu Aerziguli Aierken Zhanserik Shynykul Peter Muiruri Kamau Anna Luo Jian Yang Deyuan Su Fan Yang Jianmin Cui Shilong Yang Ren Lai | 2019 | National Science Review2019，6，6： | 1 |
| 5 | Facing pressure: How should medical students or future doctors do?显示文摘On April 1st2013,HUANG Yang,a medical master student in Fudan University,was poisoned by his roommate,LIN Senhao.Unfortunately,HUANG died 15 days later.It’s quite a shock to the whole society.We have to reconsider our education,and our expectancy to doctors.We have to ask ourselves'How to become a qualified doctor?'Learn to release the pressure from studies and lives;learn to defend ourselves from danger.Is it enough?No!Whatever happened,never do harm to others.Medical humanity is the most important thing we should always remember. | HAO Lu ZHU Deyuan ZHU Weiye ZHANG Yan | 2013 | Journal of Medical Colleges of PLA(China)2013，28，4： | 0 |
| 6 | Indirect adaptive fuzzy-regulated optimal control for unknown continuous-time nonlinear systems显示文摘We present a novel indirect adaptive fuzzy-regulated optimal control scheme for continuous-time nonlinear systems with unknown dynamics,mismatches,and disturbances.Initially,the Hamilton-Jacobi-Bellman(HJB)equation associated with its performance function is derived for the original nonlinear systems.Unlike existing adaptive dynamic programming(ADP)approaches,this scheme uses a special non-quadratic variable performance function as the reinforcement medium in the actor-critic architecture.An adaptive fuzzy-regulated critic structure is correspondingly constructed to configure the weighting matrix of the performance function for the purpose of approximating and balancing the HJB equation.A concurrent self-organizing learning technique is designed to adaptively update the critic weights.Based on this particular critic,an adaptive optimal feedback controller is developed as the actor with a new form of augmented Riccati equation to optimize the fuzzy-regulated variable performance function in real time.The result is an online indirect adaptive optimal control mechanism implemented as an actor-critic structure,which involves continuous-time adaptation of both the optimal cost and the optimal control policy.The convergence and closed-loop stability of the proposed system are proved and guaranteed.Simulation examples and comparisons show the effectiveness and advantages of the proposed method. | Haiyun ZHANG Deyuan MENG Jin WANG Guodong LU | 2021 | Frontiers of Information Technology & Electronic Engineering2021，22，2： | 0 |
| 7 | Study on the effect of the infill walls on the seismic performance of a reinforced concrete frame显示文摘Motivated by the seismic damage observed to reinforced concrete (RC) frame structures during the Wenchuan earthquake, the effect of infill walls on the seismic performance of a RC frame is studied in this paper. Infill walls, especially those made of masonry, offer some amount of stiffness and strength. Therefore, the effect of infill walls should be considered during the design of RC frames. In this study, an analysis of the recorded ground motion in the Wenchuan earthquake is performed. Then, a numerical model is developed to simulate the infill walls. Finally, nonlinear dynamic analysis is carried out on a RC frame with and without infill walls, respectively, by using CANNY software. Through a comparative analysis, the following conclusions can be drawn. The failure mode of the frame with infill walls is in accordance with the seismic damage failure pattern, which is strong beam and weak column mode. This indicates that the infill walls change the failure pattern of the frame, and it is necessary to consider them in the seismic design of the RC frame. The numerical model presented in this paper can effectively simulate the effect of infill walls on the RC frame. | Zhang Cuiqiang Zhou Ying Zhou Deyuan Lu Xilin | 2011 | Earthquake Engineering and Engineering Vibration2011，10，4： | 0 |
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