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基于故障树的炉内检修平台事故定性分析 被引量:1
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作者 杨新明 高勇 +2 位作者 孙伟 张志仁 符敢为 《起重运输机械》 2014年第12期125-127,共3页
故障树分析法是安全系统最重要的分析方法之一。对于炉内检修平台,其钢丝绳断裂往往会引发平台倾翻坠人事故,应用故障树分析法进行定性分析,确定出导致事故发生的各基本事件的重要度,并提出预防措施,将有助于提高炉内检修平台系统的安... 故障树分析法是安全系统最重要的分析方法之一。对于炉内检修平台,其钢丝绳断裂往往会引发平台倾翻坠人事故,应用故障树分析法进行定性分析,确定出导致事故发生的各基本事件的重要度,并提出预防措施,将有助于提高炉内检修平台系统的安全性。 展开更多
关键词 炉内检修平台 故障树分析法 事故定性分析
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关于对非道路交通事故定性及处理的探讨
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作者 田国建 杨亚新 《现代交通管理》 2000年第11期10-12,共3页
关键词 非道路交通事故 公安机关 道路交通管理 事故定性 处理方法
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起重机械起吊物坠落伤人事故树定性分析 被引量:1
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作者 上少军 《安全》 2011年第8期19-21,24,共4页
起重机械吊物坠落伤人事故是起重机械使用过程中时有发生的事故,本文应用事故树分析方法对该事故进行了分析,为制定预防和控制该类事故发生的措施提供了参考,为起重作业安全管理提供了依据。
关键词 起重机械 起吊物坠落 事故定性分析
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事故树定性分析法在建筑施工预防高处坠落事故中的运用
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作者 任明辉 《河南建材》 2012年第5期181-182,共2页
运用安全系统工程中的事故树分析法(ATA)对建筑施工高处坠落事故进行定性分析,分析引发高处坠落事故的基本原因事件,制定措施方案从源头上对高处坠落事故进行控制。
关键词 事故定性分析法 建筑施工 高处坠落事故 安全控制措施
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事故树分析法在高处坠落事故分析中的应用 被引量:5
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作者 陈海军 《河南建材》 2017年第6期229-230,共2页
高处坠落事故,多年来一直是建筑施工"五大伤害"之首,其事故死亡人数占建筑施工事故死亡人数的一半以上。文章采用安全系统工程的分析方法——事故树分析法,对建筑施工高处坠落事故进行了分析,并建造了高处坠落事故树,直观地... 高处坠落事故,多年来一直是建筑施工"五大伤害"之首,其事故死亡人数占建筑施工事故死亡人数的一半以上。文章采用安全系统工程的分析方法——事故树分析法,对建筑施工高处坠落事故进行了分析,并建造了高处坠落事故树,直观地表示了可能导致该事件发生的基本事件及其逻辑关系。通过对高处坠落事故树进行定性分析,得出了高处坠落事故发生的模式,确定了高处坠落事故预防的途径。 展开更多
关键词 建筑施工 高处坠落 事故定性分析
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脚手架施工安全事故模式研究 被引量:3
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作者 常文广 牛朋英 《价值工程》 2014年第29期85-87,共3页
针对脚手架事故频发造成众多人员伤亡和重大经济损失这一问题,运用事故树分析法阐述导致脚手架事故的原因,找出预防事故的关键途径,从而减少事故的发生。以最小割集、最小径集、结构重要度对事故树进行定性、定量评价;采用灰色关联分析... 针对脚手架事故频发造成众多人员伤亡和重大经济损失这一问题,运用事故树分析法阐述导致脚手架事故的原因,找出预防事故的关键途径,从而减少事故的发生。以最小割集、最小径集、结构重要度对事故树进行定性、定量评价;采用灰色关联分析法对各种倾覆、坍塌事故模式进行识别;分析脚手架系统的薄弱环节,对影响事故的各种因素及其逻辑关系做出全面的阐述,为最大限度地预防脚手架事故发生及人员伤亡提供重要的理论依据。 展开更多
关键词 脚手架安全事故 事故定性定量评价 灰色关联模式分析
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Catastrophic model for stability analysis of high pile-column bridge pier 被引量:2
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作者 赵明华 蒋冲 +1 位作者 曹文贵 刘建华 《Journal of Central South University of Technology》 EI 2007年第5期725-729,共5页
According to the engineering features of higher pile-column bridge pier in mountainous area, a clamped beam mechanical model was set up by synthetically analyzing the higher pile-column bridge pier buckling mechanism.... According to the engineering features of higher pile-column bridge pier in mountainous area, a clamped beam mechanical model was set up by synthetically analyzing the higher pile-column bridge pier buckling mechanism. Based on the catastrophe theory, the cusp catastrophe model of higher pile-column bridge pier was established by the determination of its potential fimction and bifurcation set equation, the necessary instability conditions of high pile-column bridge pier were deduced, and the determination method for column-buckling and lateral displacement of high pile-column bridge pier was derived. The comparison between the experimental and calculated results show that the calculated curves agree with testing curves and the method is reasonable and effective. 展开更多
关键词 STABILITY PIER pile foundation catastrophe theory BUCKLING critical load
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Stability control of water-enriched roofs of coal drifts 被引量:1
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作者 LI Xue-hua YAO Qiang-ling +2 位作者 DING Xiao-lei WANG Yi-pin ZHANG Lei 《Mining Science and Technology》 EI CAS 2009年第4期467-472,共6页
Excavation-and-support induced disturbances are likely to make water-enriched roofs to become weathered and fractured.The development and connection of cracks provide new water channels which may result in water loss,... Excavation-and-support induced disturbances are likely to make water-enriched roofs to become weathered and fractured.The development and connection of cracks provide new water channels which may result in water loss,seriously affecting the in-tegrity and stability of roofs,leading to incidents of roof fall.Control of water-enriched rocks surrounding coal drifts is quite diffi-cult in China.Based on the practical situation of a water-enriched roof of a coal drift in working face 112201 of the Meihuajing coal mine,we studied the deformation features of surrounding rocks and the development of fractured areas and analyzed the major reasons for the decrease in load-carrying capacity,indicating that the key to maintain roof stability of this kind of coal drift is water retention.In addition,we proposed a staged control technology consisting of:1) surface grouting;2) cable anchor strengthening and 3) roof grouting,which has proven to be successful in this practical application.Our study indicates that,after the problem of water loss from the water-enriched roof had been effectively solved,a combined support system with high performance bolts can maintain the stability of the bearing structure,resulting in the control of roof stability in this kind of coal drift. 展开更多
关键词 AQUIFER roof stability water retention staged control
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Stability Enhancement and Blackout Prevention by VSC Based HVDC
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作者 Ying Jiang-Hafner Rolf Palsson +3 位作者 Malin Agren Thomas Nordlander Pehr Hjalmarsson ManfredManchen 《Journal of Energy and Power Engineering》 2012年第11期1891-1900,共10页
This paper deals with the operation and performance of VSC (voltage source converter) based HVDC (high voltage direct current) interconnecting two extremely weak AC networks, the experience of Caprivilink project.... This paper deals with the operation and performance of VSC (voltage source converter) based HVDC (high voltage direct current) interconnecting two extremely weak AC networks, the experience of Caprivilink project. It is shown in the paper that the HVDC converter automatically provides the supreme voltage and frequency stabilizing function when a critical situation is detected, no matter the disturbances appeared in sending end or receiving end AC networks. This supreme voltage and frequency stabilizing function makes it possible to avoid the blackout even if all the generators are tripped under an extra-ordinary worst contingency. By plots of recorded transients, the paper will show how the eventual blackouts are avoided. 展开更多
关键词 HVDC VSC transmission system BLACKOUT weak AC system stability.
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Transport Risk Assessment for the Environment
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作者 Tomas Saska 《Journal of Environmental Science and Engineering(B)》 2012年第3期410-415,共6页
Transport risk assessment for the environment has two important aspects--problem solving model and solution veracity. Problem solving model is larger understanding of tasks interconnection, which represents in itself ... Transport risk assessment for the environment has two important aspects--problem solving model and solution veracity. Problem solving model is larger understanding of tasks interconnection, which represents in itself partial solution of general risk assessment. Veracity of solution means how the results are consistent with the reality. By researching of both aspects, it rises many unanswered questions. It is concerned about verification and validation of risk assessment results. By risk assessment for the environment it is possible to meet wide variety of more or less good soluble problems. It exists simple problems based on risk assessment of common traffic accidents connected with service charge outflow. On the other site, it exists complex problems of risk assessment connected with dangerous goods transport by traffic or pipelines. By simple problems solving there are not many questions about risk assessment veracity. It is possible to determine traffic accidents frequencies and service charge outflows consequences on the basis of examined events in transportation with great veracity. By complex problems the situation is quite different. The frequencies of large accidents are very low but the consequences for the environment may be large. Both are encumbered by large level of uncertainty. That is why the question is rising. To what degree, it is in these cases correct to make decision based on risk assessment. 展开更多
关键词 TRANSPORT risk environment risk management UNCERTAINTIES probability.
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Hoffa fracture associated with ipsilateral femoral shaft fracture: clinical feature and treatment 被引量:3
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作者 GONG Yu-bao LI Qing-song +3 位作者 YANG Chen LI Shu-qiang LIU Jian-guo QI Xin 《Chinese Journal of Traumatology》 CAS 2011年第6期376-378,共3页
Hoffa fracture associated with ipsilateral femoral shaft fracture is very rare. Three cases of this rare type of injury were retrospectively reviewed. The sites of femoral shaft fractures and Hoffa fractures were docu... Hoffa fracture associated with ipsilateral femoral shaft fracture is very rare. Three cases of this rare type of injury were retrospectively reviewed. The sites of femoral shaft fractures and Hoffa fractures were documented. All femoral shall fractures were managed with internal tixation. The rate ofmisdiagnosis for the Hoffa fractures was documented. Functions of the affected knees were evaluated according to the modified Hospital for Special Surgery (HSS) scores at two years follow-up. Femoral fractures were either transverse or composite in all three cases. Ipsilateral Hoffa fractures occurred at medial condyle in two cases, and lateral condyle in one case. Only one Hoffa fracture was identified preoperatively. All the femoral shaft fiattures healed uneventfully. In the patient whose Hoffa fracture was correctly diagnosed, the modified HSS score was 94. In another patient, whose Hoffa fracture was treated by a second operation, the modified HSS score was 93. And in the third case, who refused additional operation for the Hoffa fracture, the modified HSS score was only 70. Conclusively femoral shall fracture can be associated with ipsilateral Hoffa fracture, especially in motorcycle accident. This type of iniury is very rare and misdiagnosis is common. 展开更多
关键词 Hoffa fracture Femoral fracture Intraarticular fractures Fracture fixation
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