【摘要】：針對重大傳染病疫情發(fā)生時(shí)跨區(qū)域協(xié)同應(yīng)急需求,構(gòu)建應(yīng)急物資跨區(qū)域協(xié)同調(diào)配的系統(tǒng)動力學(xué)模型�；趥魅静�、物資調(diào)配和反饋機(jī)制三個(gè)子系統(tǒng),分析關(guān)鍵因素及其因果關(guān)聯(lián),設(shè)計(jì)數(shù)據(jù)流圖,并按不同受災(zāi)程度將各區(qū)域劃分為輕度、中度和重度災(zāi)區(qū),枚舉可能的跨區(qū)域應(yīng)急協(xié)同調(diào)配方案。以長三角聯(lián)防聯(lián)控甲型H1N1流感疫情為例,設(shè)置相關(guān)參數(shù)方程,對所構(gòu)模型檢測現(xiàn)實(shí)性和穩(wěn)定性,且分別對關(guān)鍵參數(shù)影響、差異化區(qū)域特征和跨區(qū)域應(yīng)急協(xié)同方案選擇實(shí)施仿真分析,研究結(jié)果為科學(xué)構(gòu)建跨區(qū)域應(yīng)急協(xié)同體系提供有益參考。
[Abstract]:The system dynamics model of cross-regional coordinated deployment of emergency materials was established to meet the needs of cross-regional coordination of emergency materials when the epidemic situation of major infectious diseases occurred. Based on the three subsystems of infectious disease, material allocation and feedback mechanism, this paper analyzes the key factors and their causality, designs the data flow diagram, and divides the regions into mild, moderate and severe disaster areas according to the different degree of disaster. Enumerate possible cross-regional emergency coordination schemes. Taking the joint prevention and control of influenza A (H1N1) in the Yangtze River Delta as an example, the relevant parameter equations are set up to test the reality and stability of the model, and to influence the key parameters respectively. The characteristics of differentiated region and the selection and implementation of cross-regional emergency coordination scheme are simulated and analyzed. The results provide a useful reference for the scientific construction of cross-regional emergency coordination system.
【作者單位】： 南京信息工程大學(xué)經(jīng)濟(jì)管理學(xué)院;
【基金】：國家自然科學(xué)基金資助項(xiàng)目(71571103) 國家留學(xué)基金資助項(xiàng)目(201709040001) 江蘇高校品牌專業(yè)建設(shè)工程資助項(xiàng)目 江蘇高校優(yōu)勢學(xué)科建設(shè)工程資助項(xiàng)目
【分類號】：R181.8;R511.7

【相似文獻(xiàn)】

相關(guān)期刊論文 前2條

1 江琳;;突發(fā)公共衛(wèi)生事件應(yīng)急物資管理實(shí)踐與體會[J];中國衛(wèi)生事業(yè)管理;2010年S1期

2 王新平;王海燕;;多疫區(qū)多周期應(yīng)急物資協(xié)同優(yōu)化調(diào)度[J];系統(tǒng)工程理論與實(shí)踐;2012年02期

，

本文編號：2348059