期刊文献+
共找到19篇文章
< 1 >
每页显示 20 50 100
多空洞缺陷对隧道地震响应影响分析
1
作者 尤冬梅 高峰 +1 位作者 岳善钧 黄亮 《中国科技论文》 CAS 北大核心 2023年第4期430-436,共7页
为研究衬砌背后空洞对结构地震响应的影响,从空洞位置、数量、尺寸效应及裂损等方面对某实例工程进行多工况分析。基于波动理论和扩展有限元法,运用ABAQUS建立损伤模型,结合MATLAB生成动力黏弹性边界及地震波等效节点力荷载进行求解,实... 为研究衬砌背后空洞对结构地震响应的影响,从空洞位置、数量、尺寸效应及裂损等方面对某实例工程进行多工况分析。基于波动理论和扩展有限元法,运用ABAQUS建立损伤模型,结合MATLAB生成动力黏弹性边界及地震波等效节点力荷载进行求解,实现静-动分析。结果表明:1)结构各部位主应力对空洞缺陷的敏感性为拱墙处最显著,其次为拱肩,而拱顶相对较小。2)衬砌双侧存在空洞缺陷时,其应力分布比单个空洞情况更为复杂,尤其是双侧拱墙背后存在空洞相比单侧情况,最大拉、压应力值提高了2~3倍。3)拱顶内侧压应力、外侧拉应力随其背后空洞径向深度和环向角度的增大而增大,特别是拱脚内侧承受较大拉应力。4)无空洞时,隧道基本以压应力为主,不易发生裂损;当存在空洞缺陷时,其会放大地震效应,使得结构在0.3g强震作用下,拱脚部位附近的拉应力显著增大,进而发生开裂现象。 展开更多
关键词 地震作用 多空洞缺陷 静-动分析 力响应 裂损分析
下载PDF
Elastic-plastic study on high building with SRC transferring story 被引量:1
2
作者 李玉荣 裘涛 孙炳楠 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2006年第3期407-414,共8页
A new type of transferring structure for steel reinforced concrete (SRC) beams is used in high building. The pushover analysis method was used to study the failure mechanism and ductility of SRC transferring structure... A new type of transferring structure for steel reinforced concrete (SRC) beams is used in high building. The pushover analysis method was used to study the failure mechanism and ductility of SRC transferring structure through consulting pseudo-static test results for the structure. And, the occurrence order and position of the plastic hinge, the weak story and seismic capacity of high building with SRC transferring story were also studied through consulting shaking table test results for the high building, showing that the seismic behavior of high building with SRC transferring story is good. 展开更多
关键词 Steel reinforced concrete (SRC) Transferring structure for SRC beams Static pushover analysis High building Pseudo-static test Shaking table test
下载PDF
Dynamic-static coupling analysis on rockburst mechanism in jointed rock mass 被引量:16
3
作者 贾蓬 朱万成 《Journal of Central South University》 SCIE EI CAS 2012年第11期3285-3290,共6页
A numerical code called RFPA-Dynamics was used to study the rockburst mechanism under dynamic load based on coupled static-dynamic analysis.The results show that dynamic disturbance has a very distinct triggering effe... A numerical code called RFPA-Dynamics was used to study the rockburst mechanism under dynamic load based on coupled static-dynamic analysis.The results show that dynamic disturbance has a very distinct triggering effect on rockburst.Under the dynamic load,rockburst is motivated by tensile stress formed by the overlapping of dynamic waves in the form of instantaneous open and cutting through of cracks in weak planes and pre-damaged areas.Meanwhile,the orientation of joint sets has an obvious leading effect on rockburst locations.Finally,a higher initial static stress state before dynamic loading can cause more pre-damaged area,thus leading to a larger rockburst scope. 展开更多
关键词 ROCKBURST dynamic disturbance numerical simulation jointed rock mass
下载PDF
Static and Dynamic Analyses of Long-Span Spatial Steel-Cable-Membrane Hybrid Structures
4
作者 丁阳 彭翼 李忠献 《Transactions of Tianjin University》 EI CAS 2003年第4期302-306,共5页
With the increment of the complexity of structural systems and the span of spatial structures, the interactions between parts of the structures, especially between some flexible substructures, become too complex to be... With the increment of the complexity of structural systems and the span of spatial structures, the interactions between parts of the structures, especially between some flexible substructures, become too complex to be analyzed clearly. In this paper, taking an actual gymnasium of a long-span spatial steel-cable-membrane hybrid structure as the calculation model, the static and dynamic analyses of the hybrid structures are performed by employing the global analysis of the whole hybrid structure and the substructural analysis of the truss arch substructure, the cable-membrane substructure, etc. In addition, the comparison of stresses and displacements of structural members in the global and substructural analyses is made. The numerical results show that serious errors exist in the substructural analysis of the hybrid structure, and the global analysis is necessary for the hybrid structure under the excitation of static loads and seismic loads. 展开更多
关键词 long-span spatial structure steel-cable-membrane hybrid structure static and dynamic analyses global analysis substructural analysis SUBSTRUCTURE
下载PDF
Innocuous-looking skin scab over an arteriovenous fistula: Case report and literature review
5
作者 Badri Shrestha Simon Boyes Peter Brown 《World Journal of Nephrology》 2014年第3期118-121,共4页
Little is written on the management of an innocuouslooking skin scab over an autogenous arteriovenous fistula(AVF)used for haemodialysis.The seriousness of the underlying pathology can be under-estimated,and this may ... Little is written on the management of an innocuouslooking skin scab over an autogenous arteriovenous fistula(AVF)used for haemodialysis.The seriousness of the underlying pathology can be under-estimated,and this may lead to early loss of the AVF,and majorlife-threatening haemorrhage.We describe the management of a 78-year-old patient presenting with an innocuous-looking scab over an AVF and review the pertinent literature on this subject. 展开更多
关键词 Arteriovenous fistula SCAB Duplex scan BLEEDING Treatment
下载PDF
Aerobic Biodegradation of Chlorinated Hydrocarbons by Bacillus circulans WZ-12 CCTCC M 207006 under Saline Conditions
6
作者 於建明 蔡文吉 +2 位作者 赵士良 王艳 陈建孟 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2013年第7期781-786,共6页
A novel saline-tolerant bacterium Bacillus circulans WZ-12 was evaluated for its potential to degrade four chlorinated hydrocarbons under saline conditions. CHECl2 was effectively degraded by Bacillus circulans WZ-12 ... A novel saline-tolerant bacterium Bacillus circulans WZ-12 was evaluated for its potential to degrade four chlorinated hydrocarbons under saline conditions. CHECl2 was effectively degraded by Bacillus circulans WZ-12 cells in the medium containing NaCl concentrations ranging from 5 g.L^-1 to 10 g-L^-1, and the maximum degradation efficiency (85%) was achieved at NaCl concentration of 10 g.L^-1. Similarly, Bacillus circulans WZ-12 was able to degrade CH2BrCl, C2H4Cl2, and C2H2Cl2 in the presence of 10 g NaCl per liter within 24 h. Cells of Bacillus circulans WZ-12 grown in minimal salt medium contained low levels of glycine betaine (GB), but GB levels were 3- to 5-fold higher in cells grown in media with high salt. Kinetic analysis revealed that biodegradation of the four chlorinated hydrocarbons was concentration dependent and a linear inverse correlation (R2= 0.85-0.94) was observed between the rate of biodegradation (V) and salt concentration from 5 g.L〈 to 60 g.L-1. The growing cells (in minimal salt medium) degraded approximately 50% of the CH2C12 within 24 h, whereas the resting cells (in physiological saline) degraded only 25% of the CH2C12 within 24 h and were inactive after 36 h cultivation. Biodegradation could be repeatedly performed for more than 192 h with more than 50% removal efficiency. Bacillus circulans WZ-12 grows well in an aqueous/oil system, hence, it is effective for the treatment of industriai efflu- ents that contain chlorinated hydrocarbons with high salt concentrations. 展开更多
关键词 chlorinated hydrocarbons BIODEGRADATION Bacillus circulans WZ-12 SALINITY
下载PDF
Static and dynamic collaborative optimization of ship hull structure 被引量:4
7
作者 黄海燕 王德禹 《Journal of Marine Science and Application》 2009年第1期77-82,共6页
The goal of this effort was to provide a static and dynamic collaborative optimization (CO) model for the design of ship hull structure. The CO model integrated with static, mode and dynamic analyses. In the system-... The goal of this effort was to provide a static and dynamic collaborative optimization (CO) model for the design of ship hull structure. The CO model integrated with static, mode and dynamic analyses. In the system-level optimization model, a new objective function was advised, integrating all the subsystem-levels' objective functions, so as to eliminate the effects of dimensions and magnitude order. The proposed CO architecture enabled multi-objectives of the system and subsystem-level to be considered at both levels during optimization. A bi-level optimization strategy was advised, using the multi-island genetic algorithm. The proposed model was demonstrated with a deck optimization problem of container ship stern. The analysis progress and results of example show that the CO strategy is not only feasible and reliable, but also well suited for use in actual optimization problems of ship design. 展开更多
关键词 collaborative optimization multi-island genetic algorithm static analysis dynamic analysis
下载PDF
Clinical analysis of propofol deep sedation for 1,104 patients undergoing gastrointestinal endoscopic procedures:A three year prospective study 被引量:42
8
作者 Stojanka Gaparovi Nadan Rustemovi +4 位作者 Milorad Opai Marina Premuzi Andelko Korui Jadranka Bozikov Tamara Bates 《World Journal of Gastroenterology》 SCIE CAS CSCD 2006年第2期327-330,共4页
AIM: To analyze the hemodynamic and respiratory effects of propofol on patients undergoing gastroscopy and colonoscopy. METHODS: In this prospective study, conducted over a period of three years, 1,104 patients refe... AIM: To analyze the hemodynamic and respiratory effects of propofol on patients undergoing gastroscopy and colonoscopy. METHODS: In this prospective study, conducted over a period of three years, 1,104 patients referred for a same day GI endoscopy procedure were analyzed. All patients were given a propofol bolus (0.5-1.5 mg/kg). Arterial blood pressure (BP) was monitored at 3 rain intervals and heart rate and oxygen saturation (SpO2) were recorded continuously by pulse oximetry. Analyzed data acquisition was carried out before, during, and after the procedure. RESULTS: A statistically significant reduction in mean arterial pressure was demonstrated (P〈0.001) when compared to pre-intervention values, but severe hypotension, defined as a systolic blood pressure below 60mmHg, was noted in only 5 patients (0.5%). Oxygen saturation decreased from 96.5% to 94.4 % (P〈0.001). A critical decrease in oxygen saturation (〈90%) was documented in 27 patients (2.4%). CONCLUSION: Our results showed that propofol provided good sedation with excellent pain control, a short recovery time and no significant hemodynamic side effelts if carefully titrated. All the patients (and especially ASA Ⅲ group) require monitoring and care of an anesthesiologist. 展开更多
关键词 ENDOSCOPY Conscious sedation PROPOFOL Hemodynamic adverse effects
下载PDF
Seismic Performance of Bridges with Different Pier Heights: Longitudinal Analysis of an Existing Bridge
9
作者 Joao Coimbra Sampayo Carlos Sousa Oliveira 《Journal of Civil Engineering and Architecture》 2015年第6期635-643,共9页
This paper is dedicated to the study of the seismic performance of an existing RC (reinforced concrete) bridge localized in a region of moderate seismicity. The bridge has six spans and piers with very different hei... This paper is dedicated to the study of the seismic performance of an existing RC (reinforced concrete) bridge localized in a region of moderate seismicity. The bridge has six spans and piers with very different heights, three of which are monolithically connected to the deck. To understand the roles of the different pier sizes in the overall behavior, several analyses were carried out in the longitudinal direction: (1) linear dynamic approach; (2) non-linear static approach; (3) non-linear dynamic approach. Linear dynamic analysis was made in order to design the bridge for the ultimate limit state considering the largest value of the ductility factor. No safety verification was made for the other loads. Using non-linear static analyses, sensitivity was performed to check the influence of reinforcement quantities of each pier on the overall behavior of the bridge under Lisbon seismic action. For the non-linear dynamic approach, a series of strong motion records compatible with the EC-8 spectrum for Lisbon area were generated. The very same combinations of reinforcement quantities were studied. Comparisons between static and dynamic non-linear analysis were made to confirm the validity of the first one in the case under analysis, where the period of vibration is quite high. 展开更多
关键词 RC bridge seismic behavior linear methods non-linear methods.
下载PDF
Characteristics of supersonic flow in new type externally pressurized spherical air bearings 被引量:2
10
作者 WANG Fu-sheng BAO Gang 《Journal of Central South University》 SCIE EI CAS 2012年第1期128-134,共7页
In order to predict accurately the characteristics of supersonic flow in new type externally pressurized spherical air bearings under large bearing clearance and high air supply pressure, which could decrease their lo... In order to predict accurately the characteristics of supersonic flow in new type externally pressurized spherical air bearings under large bearing clearance and high air supply pressure, which could decrease their load carrying capacity and stability, a CFD-based analysis was introduced to solve the three-dimensional turbulent complete compressible air flow governing equations. The realizable κ-ε model was used as a turbulent closure illustrate that the interaction exists between shock waves The supersonic flow field near air inlets was analyzed. The flow structures and boundary layer, and the flow separation is formed at the lower comer and the lower wall around the point of a maximum velocity. The numerical results show that the conversion from supersonic flow to subsonic flow in spherical air bearing occurs through a shock region (pseudo-shock), and the viscous boundary layer results in the flow separation and reverse flow near the shock. The calculation results basically agree with the corresponding experimental data. 展开更多
关键词 supersonic flow spherical air bearings Mach number shock wave
下载PDF
Network Fault Analysis from Passive Measurement 被引量:1
11
作者 Huang Lisheng Wang Wenyong +1 位作者 Li Changchun Lan Yunhai 《China Communications》 SCIE CSCD 2012年第5期64-74,共11页
A new passive method for automatic dis-covery and bcation of network failure is proposed. This method employs a passive measurement to collect infonmtion and events from network traffic, and em-ploys a rrodel-based re... A new passive method for automatic dis-covery and bcation of network failure is proposed. This method employs a passive measurement to collect infonmtion and events from network traffic, and em-ploys a rrodel-based reasoning system to detect and locate network faults. Measurement points are de-ployed in a backbone network to capture the traffic and then evaluate the Quality of Service (QoS) metrics of end-to-end IP conversations. A muting rrodel is al-so established for the observed network to simulate the attributes and activities of reuters and links. This muting model also deduces the muting path for each IP conversation, and thus the QoS metrics of IP con-versations are mapped into the metrics of paths. With the inforrmtion of shared links of overlapping paths and network torrography technique, the QoS metrics of links can also be estimated, and the poorly rated links are picked out as failure points. This method is imple-mented in a tool named FaultMan, which is deployed in a campus network. Test results have shown its availa-bility in rriddle-scale networks. 展开更多
关键词 passive measurement network fault lo-cation model-based reasoning
下载PDF
Research on resting spontaneous brain activity and functional connectivity of acupuncture at uterine acupoints
12
作者 YUAN Hang YU Xiaohua +4 位作者 LI Xiang QIN Sijun LIANG Guixiang BAI Tianyu WEI Benzheng 《Digital Chinese Medicine》 2022年第1期59-67,共9页
Objective The resting-state functional magnetic resonance imaging(rs-f MRI)method was used to observe brain activity and its functional connection upon electroacupuncture stimulation at bilateral uterine acupoints(EX-... Objective The resting-state functional magnetic resonance imaging(rs-f MRI)method was used to observe brain activity and its functional connection upon electroacupuncture stimulation at bilateral uterine acupoints(EX-CA1),as well as to investigate the mechanism of acupuncture in the treatment of gynecological diseases.Methods Twenty-two healthy female subjects were stimulated by electroacupuncture at bilateral uterine acupoints;rs-f MRI data of the brain were acquired and standardized.Degree centrality(DC),amplitude of low-frequency fluctuation(ALFF),and regional homogeneity(ReHo)were used to analyze local spontaneous brain activity via acupuncture.An independent component analysis was used to evaluate the functional connectivity of the resting brain networks after acupuncture.Results Analytical results showed that the neural activity intensity of the precuneus lobe,orbitofrontal cortex,lingual gyrus,amygdala,and posterior central gyrus decreased after acupuncture(voxel P<0.001,cluster P<0.05).Functional connectivity analysis revealed weakened auditory and right frontal-parietal networks(voxel P<0.001,cluster P<0.05),enhanced visual network(voxel P<0.001,cluster P<0.05),and synergistic auditory network and hypothalamic-pituitary system.Conclusion Significant differences in neural activity and functional connectivity in specific brain regions were observed after acupuncture intervention at uterine acupoints;the hypothalamic-pituitary system also showed various active states in different brain regions.It is speculated that the effective mechanism of acupuncture at uterine acupoints is related to the regulation of reproductive hormones,emotional changes,and somatic sensations.Therefore,the methods used in this study could clarify the neural mechanism of uterine-point acupuncture in the treatment of gynecological diseases and may serve as a reference for other studies pertaining to acupuncture. 展开更多
关键词 Uterine acupoints ACUPUNCTURE Functional magnetic resonance imaging Local spontaneous brain activity analysis Resting state Functional connectivity
下载PDF
The obstacle crossing ability analysis and improvement of the cable inspection robot
13
作者 徐丰羽 Wang Xingsong 《High Technology Letters》 EI CAS 2010年第2期157-163,共7页
In this paper, the climbing obstacle capability of the previous special cable inspection robot ( Model Number: XS1T-1) is analyzed. Static equations are established to analyze the relationships between the external... In this paper, the climbing obstacle capability of the previous special cable inspection robot ( Model Number: XS1T-1) is analyzed. Static equations are established to analyze the relationships between the external forces and the maximum height of an obstacle. Parameters affecting the obstacle crossing ability are obtained. According to the analysis results, an innovated small volume, simple structure and light weight climbing mechanism is proposed (Model Number: XS1T-2). A simplified kinematics model of the mechanism is established. With two powered wheels, the obstacle crossing ability of the XSIT-2 is improved apparently. For the robot moving without deflection, the relationships of two powered input torques are deduced. The comparison of the simulation results clearly shows that the climbing ability of XS1T-2 is obviously improved, and it can meet the demands of inspection. 展开更多
关键词 inspection robot obstacle crossing ability CABLE cable-stayed bridge
下载PDF
Dynamic responses research of offshore wind turbine tripod foundation and upper structure
14
作者 Ruojie Peng 《International English Education Research》 2015年第4期73-75,共3页
In order to obtain the performance of the offshore wind turbine tripod foundation, a tripod foundation model was built by ANSYS. The static analysis, modal analysis and the transient dynamic analysis were run. Differe... In order to obtain the performance of the offshore wind turbine tripod foundation, a tripod foundation model was built by ANSYS. The static analysis, modal analysis and the transient dynamic analysis were run. Different parameters such as displacement, velocity, acceleration, stress were obtained and by analyzing these data, it is reasonable to draw a conclusion that the tripod foundation has a good performance used on the offshore wind turbine. 展开更多
关键词 Offshore wind turbine Tripod foundation Dynamic responses.
下载PDF
Study on Microblog Dissemination Law in View ol Forwarding
15
作者 CHEN Xia JIA Yuan GUO Longfei 《China Communications》 SCIE CSCD 2014年第2期128-137,共10页
Forwarding is a major means of information dissemination on the Microblog platform.The article,combining static analysis and dynamic analysis,takes Microblog forwarding as the object of study,and studies the network t... Forwarding is a major means of information dissemination on the Microblog platform.The article,combining static analysis and dynamic analysis,takes Microblog forwarding as the object of study,and studies the network topology of grass-roots Microblog forwarding users.It also studies the correlation between characteristic quantity and forwarding times of Microblog network topology.Furthermore,it conducts modification on virus transmission model,builds and verifies the Microblog forwarding dynamical model.The study finds out that Microblog postings present qute strong dissemination capacity on the initial stage,and some Microblog postings with many forwarding times and long duration of forwarding process due to the dynamic growth of the forwarding user network and the joining of strong nodes make network infection density decrease in some phases. 展开更多
关键词 Microblog dissemination law social network dissemination dynamics Microblog forwarding
下载PDF
Static mechanics analysis of no bumping no vibration welding structure with double-inclined surface for high-speed & heavy-load CWR 被引量:1
16
作者 SONG YuQuan WANG MingHui SONG JiaWang 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第3期603-609,共7页
It is known from our former theoretical analysis that the single-inclined welding surface which is inclined towards the transverse direction of the rail can only eliminate vertical bumping, and the single-inclined wel... It is known from our former theoretical analysis that the single-inclined welding surface which is inclined towards the transverse direction of the rail can only eliminate vertical bumping, and the single-inclined welding surface which is inclined towards the vertical direction of the rail can only eliminate lateral vibration. In this paper, we put forward a welding structure of double-inclined welding surface to eliminate the vertical bumping and lateral vibration at the same time, and analyze the stress state of continuous welded rail (CWR) by combining geometrical azimuth. Furthermore, the increase of bearing capacity of CWR with the double-inclined welding surface is theoretically analyzed. 展开更多
关键词 continuous welded rail double-inclined welding surface bearing capacity REGULARITY
原文传递
Aeroelastic trim and flight loads analysis of flexible aircraft with large deformations 被引量:10
17
作者 YANG Chao WANG LiBo +1 位作者 XIE ChangChuan LIU Yi 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第10期2700-2711,共12页
A method for static aeroelastic trim analysis and flight loads computation of a flexible aircraft with large deformations has been presented in this paper,which considers the geometric nonlinearity of the structure an... A method for static aeroelastic trim analysis and flight loads computation of a flexible aircraft with large deformations has been presented in this paper,which considers the geometric nonlinearity of the structure and the nonplanar effects of aerodynamics.A nonplanar vortex lattice method is used to compute the nonplanar aerodynamics.The nonlinear finite element method is introduced to consider the structural geometric nonlinearity.Moreover,the surface spline method is used for structure/aerodynamics coupling.Finally,by combining the equilibrium equations of rigid motions of the deformed aircraft,the nonlinear trim problem of the flexible aircraft is solved by iterative method.For instance,the longitudinal trim analysis of a flexible aircraft with large-aspect-ratio wings is carried out by both the nonlinear method presented and the linear method of MSC Flightloads.Results obtained by these two methods are compared,and it is indicated that the results agree with each other when the deformation is small.However,because the linear method of static aeroelastic analysis does not consider the nonplanar aerodynamic effects or structural geometric nonlinearity,it is not applicable as the deformations increase.Whereas the nonlinear method presented could solve the trim problem accurately,even the deformations are large,which makes the nonlinear method suitable for rapid and efficient analysis in engineering practice.It could be used not only in the preliminary stage but also in the detail stage of aircraft design. 展开更多
关键词 static aeroelasticity TRIM flight loads nonplanar aerodynamics geometric nonlinearity vortex lattice method
原文传递
Dynamic modelling and analysis of space webs 被引量:11
18
作者 YU Yang BAOYIN HeXi LI JunFeng 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第4期783-791,共9页
Future space missions demand operations on large flexible structures,for example,space webs,the lightweight cable nets deployable in space,which can serve as platforms for very large structures or be used to capture o... Future space missions demand operations on large flexible structures,for example,space webs,the lightweight cable nets deployable in space,which can serve as platforms for very large structures or be used to capture orbital objects.The interest in research on space webs is likely to increase in the future with the development of promising applications such as Furoshiki sat-ellite of JAXA,Robotic Geostationary Orbit Restorer (ROGER) of ESA and Grapple,Retrieve And Secure Payload (GRASP) of NASA.Unlike high-tensioned nets in civil engineering,space webs may be low-tensioned or tensionless,and extremely flexible,owing to the microgravity in the orbit and the lack of support components,which may cause computational difficulties.Mathematical models are necessary in the analysis of space webs,especially in the conceptual design and evaluation for prototypes.A full three-dimensional finite element (FE) model was developed in this work.Trivial truss elements were adopted to reduce the computational complexity.Considering cable is a compression-free material and its tensile stiffness is also variable,we introduced the cable material constitutive relationship to work out an accurate and feasible model for prototype analysis and design.In the static analysis,the stress distribution and global deformation of the webs were discussed to get access to the knowledge of strength of webs with different types of meshes.In the dynamic analysis,special attention was paid to the impact problem.The max stress and global deformation were investigated.The simulation results indicate the interesting phenomenon which may be worth further research. 展开更多
关键词 space webs finite element method cable material nonlinear constitutive relationship
原文传递
HEPATITIS C VIRUS AND INTRAVENOUS DRUG MISUSE: A MODELING APPROACH
19
作者 STEADY MUSItAYABASA CLAVER P. BHUNU 《International Journal of Biomathematics》 2014年第1期107-128,共22页
Hepatitis C virus (HCV) is a blood-borne infection that can lead to progressive liver fail- ure, cirrhosis, hepatocellular carcinoma and death. A deterministic mathematical model for assessing the impact of daily in... Hepatitis C virus (HCV) is a blood-borne infection that can lead to progressive liver fail- ure, cirrhosis, hepatocellular carcinoma and death. A deterministic mathematical model for assessing the impact of daily intravenous drug misuse on the transmission dynamics of HCV is presented and analyzed. A threshold quantity known as the reproductive number has been computed. Stability of the steady states has been investigated. The dynamical analysis reveals that the model has globally asymptotically stable steady states. The impact of daily intravenous drug misuse on the transmission dynamics of HCV has been discussed through the basic reproductive number and numerical simulations. 展开更多
关键词 HCV intravenous drug misuse minimal intravenous drug misusers heavy intravenous drug misusers treatment reproductive number sensitivity analysis.
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部