Measuring project performance by applying social network analyses

来源 :国际创新研究学报(英文) | 被引量 : 0次 | 上传用户:ji55643212
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
It is often argued that the core of organizational success is efficient collaboration.Some authors even posit that efficient collaboration is more important to organizational innovation and performance than individual skills or expertise.However,the lack of efficient models to manage collaboration properly is a major constraint for organizations to profit from internal and external collaborative initiatives.Currently,much of the collaboration in organizations occurs through virtual network channels,such as e-mail,Yammer,Jabber,Microsoft Teams,Skype,and Zoom.These are even more important in situations where different time zones and even threats of a pandemic constrain face-to-face human interactions.This work introduces a multidisciplinary heuristic model developed based on project risk management and social network analysis centrality metrics graph-theory to quantitatively measure dynamic orga-nizational collaboration in the project environment.A case study illustrates the proposed model\'s implementation and application in a real virtual project organizational context.The major benefit of applying this proposed model is that it enables organizations to quantitatively measure different collaborative,organizational,and dynamic behavioral patterns,which can later correlate with organizational outcomes.The model analyzes three collaborative project dimensions:network collaboration cohesion evolution,network collaboration degree evolu-tion,and network team set variability evolution.This provides organizations an innovative approach to understand and manage possible collaborative project risks that may emerge as projects are delivered.Organizations can use the proposed model to identify projects\' critical success factors by comparing successful and unsuccessful delivered projects\' dynamic be-haviors ifa substantial number of both project types are analyzed.The proposed model also enables organizations to make decisions with more information regarding the support for changes in observed collaborative patterns as demonstrated by statistical models in general,and linear regressions in particular.Further,the proposed model provides organizations with a completely bias-free data-collection porcess that eliminates organizational downtime.Finally,applying the proposed model in organizations will reduce or eliminate the risks associated with virtual collaborative dynamics,leading to the optimized use of resources;this will transform organizations to become more lean-oriented and significantly contribute to eco-nomic,social,and environmental global sustainability.
其他文献
黄土广泛分布于我国西北地区,因气候干旱和暴雨侵蚀等因素,土壤养分贫瘠、微生物量稀缺且盐碱化严重,限制了土壤生态承载力,是区域土地荒漠化主要成因之一.餐厨垃圾发酵产生的生物发酵液含有大量的有机酸和氮、磷等营养元素,并且可工业化生产和配施,有望成为一种针对黄土特性的土壤调理剂.以我国黄土高原代表性的甘肃兰州地区黄土为研究对象,采集不同发酵液配施后的黄土进行理化性质和微生物分析,发现施用发酵液后,黄土中
摘要:在公路工程监理工作中实现全面质量管理的主要依据是合同条款、技术规范和设计图纸,其基本的要求就是要对施工原材料和施工过程实现全面管理和控制。其中,合同条款主要是要求和约束施工单位按照设计图纸和相关施工规范中明确说明的材料、工艺和技术来进行施工,而技术规范和设计图纸则是给出了公路工程施工的基础质量标准。在此对公路工程监理工作中的全面质量控制进行了探析。  关键词:公路工程;监理工作;全面质量控制
期刊
江苏省作为我国的经济大省,对其进行环境持久性药物污染物(EPPPs)的污染特征与生态风险评估研究很有必要.本研究以江苏省1~4级河流和面积≥50 km2的湖泊为研究目标,对EPPPs的污染现状进行检测和分析.结果 表明,江苏省地表水中共检出35种EPPPs,浓度范围为66.74~2189.83 ng·L-1;该研究主要对检出率大于25%的17种EPPPs进行了探讨,其浓度水平为72.48~1142.79 ng·L-1,浓度均值为345.20 ng· L-.EPPPs总浓度水平苏北和苏南浓度水平高于苏中地区
【摘要】本文概述了建市政路桥施工质量控制影响因素,分析了市政路桥施工质量问题原因,并探讨了市政路桥施工质量控制的措施。  【关键词】市政路桥;施工质量,措施探析  中图分类号:U448文献标识码: A  一、前言  市政路桥是重要的交通基础设施,近年来交通拥堵问题在我国各大城市频繁发生,因此,在建设社会主义和谐社会的新时期,加快市政路桥工程建设对于经济发展、人民生活水平的提高均具有非常重要的意义。
期刊
为了探究间歇梯度曝气下污泥龄对氨氧化菌(AOB)和亚硝酸盐氧化菌(NOB)的影响,研究短程硝化内源反硝化除磷系统对于处理低C/N比生活污水的优势作用,本文采用SBR反应器培养好氧颗粒污泥,实验进水采用实际生活污水.结果 表明,在SRT由50 d逐渐降低至30 d过程中,比氨氧化速率由3.16 mg·(g·h)-1增加至4.38 mg· (g·h)-1,比亚硝酸盐氧化速率由3.4 mg·(g·h)-1降为1.8 mg·(g·h)-1左右,可知NOB活性降低约44%,从而使系统实现了短程硝化.当SRT为30
This research explored how we can improve tsunami evacuation behavior,which has been a major social issue since the 2011 Great East Japan Earthquake and Tsunami.We introduce Nige-Tore,a smartphone app for supporting tsunami evacuation drills,which was dev
塔吉克斯坦议会大楼的抗震设防烈度9度(0.4g),建筑高度74.94m,建筑平面轮廓尺寸185m× 115m,通过设置变形缝(兼防震缝)将主体结构分为4个结构单元,均采用框架-剪力墙结构体系.对地震作用的塔方计算方法进行了详细介绍,对中塔双方计算地震位移和配筋设计时的地震效应进行了对比分析,判定结构是否超限并结合塔方特殊技术条款制定出合理的加强措施.介绍了小震弹性分析结果和中震不屈服设计参数,利用大震静力弹塑性分析查找了结构的薄弱部位和评估结构的抗震性能,最后指出援外项目设计时需注意的一些问题.结果 表明
Debris flow triggered by rainfall that accompa-nies a volcanic eruption is a serious secondary impact of a volcanic disaster.The probability of debris flow events can be estimated based on the prior information of rainfall from historical and geomorpholog
为研究不锈钢芯板一字形剪力墙的抗震性能,完成了在不同轴压比、不同面板厚度以及不同芯管排布下,四个不锈钢芯板一字形剪力墙构件的拟静力试验,研究了构件在低周往复荷载作用下的变形特征和破坏模式,分析了构件在水平荷载作用下滞回曲线、骨架曲线、荷载特征值、延性系数、刚度退化、承载力退化以及耗能能力等抗震性能.试验结果表明:不锈钢芯板一字形剪力墙发生压弯破坏,且破坏形态均表现为构件根部位置的侧板与面板发生局部屈曲;面板厚度越大,承载力越高;当构件面板与侧板厚度相同时,可以保证面板与侧板能够协同工作,有较好的延性以及耗
基于梁柱顶底角钢连接节点的良好耗能能力特点,提出了一种由顶底角钢连接的预制钢筋混凝土柱与型钢梁干法连接的梁柱节点连接形式。以梁柱边节点为研究对象,针对两组6个节点分别开展了单调静力加载及循环加载试验研究,探讨分析了该类型节点的抗弯性能、抗震性能以及相应的破坏模式。单调静力加载试验结果表明,梁高的增加不但会延迟螺栓滑移,还会提高节点的初始转动刚度和节点的抗弯承载力;梁端螺栓排数的提高不仅会增加节点的抗弯承载力,在一定程度上还避免了滑移现象的产生。循环加载试验考察了各个试件的滞回曲线、耗能、刚度、延性。结果表