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Deformation and failure mechanism of slope in three dimensions 被引量:19
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作者 Yingfa Lu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2015年第2期109-119,共11页
Understanding three-dimensional (3D) slope deformation and failure mechanism and corresponding stability analyses are crucially important issues in geotechnical engineering. In this paper, the mecha-nisms of progressi... Understanding three-dimensional (3D) slope deformation and failure mechanism and corresponding stability analyses are crucially important issues in geotechnical engineering. In this paper, the mecha-nisms of progressive failure with thrust-type and pull-type landslides are described in detail. It is considered that the post-failure stress state and the pre-peak stress state may occur at different regions of a landslide body with deformation development, and a critical stress state element (or the soil slice block) exists between the post-failure stress state and the pre-peak stress state regions. In this regard, two sorts of failure modes are suggested for the thrust-type and three sorts for pull-type landslides, based on the characteristics of shear stress and strain (or tensile stress and strain). Accordingly, a new joint constitutive model (JCM) is proposed based on the current stability analytical theories, and it can be used to describe the mechanical behaviors of geo-materials with softening properties. Five methods, i.e. CSRM (comprehensive sliding resistance method), MTM (main thrust method), CDM (comprehensive displacement method), SDM (surplus displacement method), and MPM (main pull method), for slope stability calculation are proposed. The S-shaped curve of monitored displacement vs. time is presented for different points on the sliding surface during progressive failure process of landslide, and the rela-tionship between the displacement of different points on the sliding surface and height of landslide body is regarded as the parabolic curve. The comparisons between the predicted and observed loadedis-placement and displacementetime relations of the points on the sliding surface are conducted. The classification of stable/unstable displacementetime curves is proposed. The definition of the main sliding direction of a landslide is also suggested in such a way that the failure body of landslide (simplified as“collapse body”) is only involved in the main sliding direction, and the strike and the dip are the same as the collapse body. The rake angle is taken as the direction of the sum of sliding forces or the sum of displacements in collapse body, in which the main slip direction is dependent on progressive defor-mation. The reason of non-convergence with finite element method (FEM) in calculating the stability of slope is also numerically analyzed, in which a new method considering the slip surface associated with the boundary condition is proposed. It is known that the boundary condition of sliding surface can be described by perfect elasto-plastic model (PEPM) and JCM, and that the stress and strain of a landslide can be described properly with the JCM. 展开更多
关键词 Failure mechanism New joint constitutive model(JCM) stability analyses Boundary method by sliding surface
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Comparison of Different Virtual Inertia Control Methods for Inverter-based Generators 被引量:18
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作者 Dawei Sun Hui Liu +3 位作者 Shunan Gao Linlin Wu Peng Song Xiaosheng Wang 《Journal of Modern Power Systems and Clean Energy》 SCIE EI CSCD 2020年第4期768-777,共10页
With the rapid development of inverter-based generators(IGs),power grid is faced with critical frequency stability challenges because the existing IGs have no inertia.To equip IGs with inertial response,researchers ha... With the rapid development of inverter-based generators(IGs),power grid is faced with critical frequency stability challenges because the existing IGs have no inertia.To equip IGs with inertial response,researchers have proposed several virtual inertia control methods,which can be classified into two categories:virtual synchronous generator(VSG)control and droop control based on rate of change of frequency(ROCOFdroop control).In this paper,the comparison between both virtual inertia control methods is conducted from three perspectives:mathematical model,output characteristic and small-signal stability.State-space models are firstly built to analyze the control mechanism of VSG control and ROCOF-droop control methods.Simulation and eigenvalue analysis are conducted to study the transient responses and oscillation characteristics of both methods,which is helpful to understand the advantages and limitations of existing virtual inertia control methods.Finally,the obtained theoretical results are validated through realtime laboratory(RT-LAB)hardware-in-loop simulation platform. 展开更多
关键词 Virtual inertia control virtual synchronous generator(VSG) small-signal model stability analyses subsynchronous oscillation
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A mathematical model for the dynamics and control of malaria in Nigeria 被引量:1
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作者 O.C.Collins K.J.Duffy 《Infectious Disease Modelling》 2022年第4期728-741,共14页
Malaria is a life-threatening disease endemic in many African countries especially Nigeria.A mathematical model is used to study the dynamics of malaria in Nigeria.The model incorporates drug resistance,treatment,and ... Malaria is a life-threatening disease endemic in many African countries especially Nigeria.A mathematical model is used to study the dynamics of malaria in Nigeria.The model incorporates drug resistance,treatment,and the use of mosquito nets as preventive strategies.By fitting the model to data on the incidence of malaria in Nigeria,important parameters associated with the disease dynamics are estimated.Using these estimated parameters,the basic reproduction number is calculated,future dynamics simulated,and those parameters with a large impact on Nigerian malaria determined.Overall,the results indicate that the disease is likely to remain endemic in Nigeria unless better control measures are focused on the dominant resistant strain,treatment is improved and the use of mosquito nets become widespread. 展开更多
关键词 Malaria dynamics stability analyses Basic reproduction number Model fitting Sensitivity analysis
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Maximizing Networking Capacity in Multi-Channel Multi-Radio Wireless Networks
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作者 万鹏俊 万志国 《Journal of Computer Science & Technology》 SCIE EI CSCD 2014年第5期901-909,共9页
Providing each node with one or more multi-channel radios offers a promising avenue for enhancing the network capacity by simultaneously exploiting multiple non-overlapping channels through different radio interfaces ... Providing each node with one or more multi-channel radios offers a promising avenue for enhancing the network capacity by simultaneously exploiting multiple non-overlapping channels through different radio interfaces and mitigating interferences through proper channel assignment. However, it is quite challenging to effectively utilize multiple channels and/or multiple radios to maximize throughput capacity. The National Natural Science Foundation of China(NSFC) Project61128005 conducted comprehensive algorithmic-theoretic and queuing-theoretic studies of maximizing wireless networking capacity in multi-channel multi-radio(MC-MR) wireless networks under the protocol interference model and fundamentally advanced the state of the art. In addition, under the notoriously hard physical interference model, this project has taken initial algorithmic studies on maximizing the network capacity, with or without power control. We expect the new techniques and tools developed in this project will have wide applications in capacity planning, resource allocation and sharing, and protocol design for wireless networks, and will serve as the basis for future algorithm developments in wireless networks with advanced features, such as multi-input multi-output(MIMO) wireless networks. 展开更多
关键词 multi-channel multi-radio wireless interference network capacity approximation algorithm stability analyses
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