用现有模型评价修正不确定性MCMC法求得PC工程安全质量指标

IF 1.4 4区 工程技术 Q3 ENGINEERING, CIVIL Periodica Polytechnica-Civil Engineering Pub Date : 2023-06-26 DOI:10.3311/ppci.20464
H. Vosoughifar, Zahra Ashtiani Araghi
{"title":"用现有模型评价修正不确定性MCMC法求得PC工程安全质量指标","authors":"H. Vosoughifar, Zahra Ashtiani Araghi","doi":"10.3311/ppci.20464","DOIUrl":null,"url":null,"abstract":"Precast Concrete Construction (PCC) is a famous method in construction industry due to its different advantages. Nevertheless, this method has several discontinuous processes and they can enhance various uncertainty safety-quality issues. In this system, Building Information Modeling (BIM) technique plays a key role in managing of discontinuous processes to improve multidimensional safety and quality. Dimensionless parameters were used to evaluate the modified type of multidimensional BIM index (IMBIM) as the target index using the Modified Fuzzy Analytic Network Process (MFANP) method. In fact, the importance weight of input indices on the target was determined by the MFANP approach. The results of statistical analysis in verification step indicate that MFANP is well compatible with other approaches, so this developed method was considered as a reference point. The modified uncertainty Markov Chain Monte Carlo (MCMC) analysis was used for the validated method to determine the optimal high occurrence rate of IMBIM. The results demonstrate that a high percentage of occurrence frequency for IMBIM is in the range between 0.9 and 0.925. In this range, the mean optimal value of IMBIM as a management measure for multidimensional problems is 0.912. Stakeholders in PCC projects can use the proposed high occurrence range to assess the quality-safety of construction and make appropriate decisions.","PeriodicalId":49705,"journal":{"name":"Periodica Polytechnica-Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.4000,"publicationDate":"2023-06-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Evaluating the Modified Uncertainty MCMC Approach to Obtain Safety-Quality Index in PC Construction with Current Models\",\"authors\":\"H. Vosoughifar, Zahra Ashtiani Araghi\",\"doi\":\"10.3311/ppci.20464\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Precast Concrete Construction (PCC) is a famous method in construction industry due to its different advantages. Nevertheless, this method has several discontinuous processes and they can enhance various uncertainty safety-quality issues. In this system, Building Information Modeling (BIM) technique plays a key role in managing of discontinuous processes to improve multidimensional safety and quality. Dimensionless parameters were used to evaluate the modified type of multidimensional BIM index (IMBIM) as the target index using the Modified Fuzzy Analytic Network Process (MFANP) method. In fact, the importance weight of input indices on the target was determined by the MFANP approach. The results of statistical analysis in verification step indicate that MFANP is well compatible with other approaches, so this developed method was considered as a reference point. The modified uncertainty Markov Chain Monte Carlo (MCMC) analysis was used for the validated method to determine the optimal high occurrence rate of IMBIM. The results demonstrate that a high percentage of occurrence frequency for IMBIM is in the range between 0.9 and 0.925. In this range, the mean optimal value of IMBIM as a management measure for multidimensional problems is 0.912. Stakeholders in PCC projects can use the proposed high occurrence range to assess the quality-safety of construction and make appropriate decisions.\",\"PeriodicalId\":49705,\"journal\":{\"name\":\"Periodica Polytechnica-Civil Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.4000,\"publicationDate\":\"2023-06-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Periodica Polytechnica-Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.3311/ppci.20464\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Periodica Polytechnica-Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.3311/ppci.20464","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

预制混凝土施工(PCC)因其不同的优点而成为建筑行业的一种著名施工方法。然而,该方法有几个不连续过程,会增加各种不确定的安全质量问题。在该系统中,建筑信息模型(BIM)技术在不连续过程的管理中发挥了关键作用,以提高多维安全和质量。采用改进模糊分析网络过程(MFANP)方法,采用无量纲参数评价改进型多维BIM指数(IMBIM)作为目标指标。实际上,输入指标对目标的重要权重是通过MFANP方法确定的。验证步骤的统计分析结果表明,MFANP与其他方法具有良好的兼容性,因此可以将该方法作为参考点。采用改进的不确定性马尔可夫链蒙特卡罗(MCMC)分析方法确定了IMBIM的最佳高发生率。结果表明,IMBIM出现频率较高的百分比在0.9 ~ 0.925之间。在此范围内,IMBIM作为多维问题管理措施的平均最优值为0.912。PCC项目的利益相关者可以使用提出的高发生率范围来评估施工质量安全并做出适当的决策。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Evaluating the Modified Uncertainty MCMC Approach to Obtain Safety-Quality Index in PC Construction with Current Models
Precast Concrete Construction (PCC) is a famous method in construction industry due to its different advantages. Nevertheless, this method has several discontinuous processes and they can enhance various uncertainty safety-quality issues. In this system, Building Information Modeling (BIM) technique plays a key role in managing of discontinuous processes to improve multidimensional safety and quality. Dimensionless parameters were used to evaluate the modified type of multidimensional BIM index (IMBIM) as the target index using the Modified Fuzzy Analytic Network Process (MFANP) method. In fact, the importance weight of input indices on the target was determined by the MFANP approach. The results of statistical analysis in verification step indicate that MFANP is well compatible with other approaches, so this developed method was considered as a reference point. The modified uncertainty Markov Chain Monte Carlo (MCMC) analysis was used for the validated method to determine the optimal high occurrence rate of IMBIM. The results demonstrate that a high percentage of occurrence frequency for IMBIM is in the range between 0.9 and 0.925. In this range, the mean optimal value of IMBIM as a management measure for multidimensional problems is 0.912. Stakeholders in PCC projects can use the proposed high occurrence range to assess the quality-safety of construction and make appropriate decisions.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Periodica Polytechnica-Civil Engineering
Periodica Polytechnica-Civil Engineering 工程技术-工程:土木
CiteScore
3.40
自引率
16.70%
发文量
89
审稿时长
12 months
期刊介绍: Periodica Polytechnica Civil Engineering is a peer reviewed scientific journal published by the Faculty of Civil Engineering of the Budapest University of Technology and Economics. It was founded in 1957. Publication frequency: quarterly. Periodica Polytechnica Civil Engineering publishes both research and application oriented papers, in the area of civil engineering. The main scope of the journal is to publish original research articles in the wide field of civil engineering, including geodesy and surveying, construction materials and engineering geology, photogrammetry and geoinformatics, geotechnics, structural engineering, architectural engineering, structural mechanics, highway and railway engineering, hydraulic and water resources engineering, sanitary and environmental engineering, engineering optimisation and history of civil engineering. The journal is abstracted by several international databases, see the main page.
期刊最新文献
Investigation of the Feasibility of Increasing the Tail-grouting Zone during Mechanized Tunneling in Sandy Soils A New Optimal Sensor Location Method for Double-curvature Arch Dams: A Comparison with the Modal Assurance Criterion (MAC) Experimental Study on Direct Shear Strength of Fiber Reinforced Self Compacting Concrete under Acid and Sulfate Attack Numerical Investigation of Cyclic Behavior of Angled U-shaped Yielding Damper on Steel Frames Overview of the Empirical Relations between Different Aggregate Degradation Values and Rock Strength Parameters
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1