Archives of Civil Engineering最新文献

筛选
英文 中文
Impact of decision model structure on the selection of a telecommunications tower footing reinforcement alternative 决策模型结构对电信塔基础加固方案选择的影响
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2021.137170
{"title":"Impact of decision model structure on the selection of a telecommunications tower footing reinforcement alternative","authors":"","doi":"10.24425/ace.2021.137170","DOIUrl":"https://doi.org/10.24425/ace.2021.137170","url":null,"abstract":"In recent years, we have been able to observe a dynamic development of MCDA (multi-criteria decision analysis) methods, which have become widely used in various sectors, including construction. These methods are characterised by simplicity and one of their key advantages is their simple modelling of non-linear dependencies within decision problems and their analysis under the conditions of incomplete, uncertain and hard-to-measure information. The universality and simple use of these methods does not, however, free the decision-maker from the necessity to adopt the proper approach to modelling and analysing specific decision problems. To highlight the fact that it is the character of the problem that should determine the selection of the method of analysing it and not the other way around, the authors assessed the AHP (Analytic Hierarchy Process) and the ANP (Analytic Network Process) method in terms of verifying the impact of the different decision model structures on analysis outcomes and analysed their sensitivity to input data changes. This analysis was based on the example of selecting a telecommunications tower footing reinforcement alternative. The findings confirmed the significant impact of decision model structure on the ranking of the analysed alternatives.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135679865","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Application of comprehensive reinforcement technology in high-rise building 综合加固技术在高层建筑中的应用
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2021.137165
Cheng Heping, Yao Wenchi
{"title":"Application of comprehensive reinforcement technology in high-rise building","authors":"Cheng Heping, Yao Wenchi","doi":"10.24425/ace.2021.137165","DOIUrl":"https://doi.org/10.24425/ace.2021.137165","url":null,"abstract":"In the structural reinforcement of a high-rise residential building in Changzhou city, Jiangsu province, China, the technology of prestressed steel bar strengthening shear wall, which was initiated in China, was applied. Combined with the engineering quality inspection report, the project characteristics and the requirements of the construction party, various methods, such as increasing cross-section reinforcement method and staged replacement concrete reinforcement method, were comprehensively used to treat and reinforce the structures with different quality problems and different parts. In general, the stress and strain of the newly added part always lags behind the stress and strain of the original structure. This will cause the stress of the original structure is too high and the deformation is large, while the stress of the new part is still at a low level, which cannot fully play its role and its due reinforcement effect. Prestressed steel bar reinforced shear wall technology, through the prestressed steel bar on the prestressed steel bar, which is a good solution to this problem, avoid the phenomenon of stress lag, and ultimately not only shorten the construction period of reinforcement, but also ensure the quality of reinforcement and user use area, successfully passed the reinforcement special acceptance. The monitoring data also proved that the reinforcement measures adopted are safe, reliable and economical. This paper can provide reference for the effective development of similar reinforcement projects.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"14 31","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135545585","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Stochastic number of concrete families and the likelihood of such a value 具体族的随机数目和这种值的似然
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.140154
{"title":"Stochastic number of concrete families and the likelihood of such a value","authors":"","doi":"10.24425/ace.2022.140154","DOIUrl":"https://doi.org/10.24425/ace.2022.140154","url":null,"abstract":": Modern construction standards, both from the ACI, EN, ISO, as well as EC group, introduced numerous statistical procedures for the interpretation of concrete compressive strength results obtained on an ongoing basis (in the course of structure implementation), the values of which are subject to various impacts, e.g., arising from climatic conditions, manufacturing variability and component property variability, which are also described by specific random variables. Such an approach is a consequence of introducing the method of limit states in the calculations of building structures, which takes into account a set of various factors influencing structural safety. The term “concrete family” was also introduced, however, the principle of distributing the result or, even more so, the statistically significant size of results within a family was not specified. Deficiencies in the procedures were partially supplemented by the authors of the article, who published papers in the field of distributing results of strength test time series using the Pearson, 𝑡 -Student, and Mann–Whitney U tests. However, the publications of the authors define neither the size of obtained subset and their distribution nor the probability of their occurrence. This study fills this gap by showing the size of a statistically determined concrete family, with a defined distribution of the probability of its isolation.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"12 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135634471","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Proposal for application of risk analysis to assess robustness of floor slabs pre-stressed with unbonded tendoms 应用风险分析评估无粘结预应力楼板稳健性的建议
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.140166
{"title":"Proposal for application of risk analysis to assess robustness of floor slabs pre-stressed with unbonded tendoms","authors":"","doi":"10.24425/ace.2022.140166","DOIUrl":"https://doi.org/10.24425/ace.2022.140166","url":null,"abstract":": The list of potential hazards related to concrete elements and structures prestressed with the use of unbonded tendons, including the flat slabs, is long and fairly well recognized. In addition to the standard accidental events this list includes: mishandling during construction, small fire, local corrosion, loss of bond at the anchorage, second order effects, brittle fracture of elements, etc. Despite of these hazards related to unbonded post-tensioning, this type of structures are extensively promoted and used in practice thanks to the possibility of the large span floors and innovative character of this technology. The paper presents a proposal for the application of risk analysis to assess the robustness of structures with flat slabs prestressed with unbonded tendons. The adoption of variables that determine risk and robustness as fuzzy numbers assigned to linguistic variables are proposed. Numerical example is presented to demonstrate risk and robustness assessment of building structure with unbonded post-tensioned slabs supported directly on columns.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"10 10","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135634487","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Estimate final cost of roads using support vector machine 使用支持向量机估计道路的最终成本
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.143061
{"title":"Estimate final cost of roads using support vector machine","authors":"","doi":"10.24425/ace.2022.143061","DOIUrl":"https://doi.org/10.24425/ace.2022.143061","url":null,"abstract":"","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"8 4","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135634511","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Marshall stability of porous asphalt mixture incorporating kenaf fiber 含红麻纤维多孔沥青混合料的马歇尔稳定性
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.140174
{"title":"Marshall stability of porous asphalt mixture incorporating kenaf fiber","authors":"","doi":"10.24425/ace.2022.140174","DOIUrl":"https://doi.org/10.24425/ace.2022.140174","url":null,"abstract":": Porous asphalt mixture (PA), known as open-graded surfaces over a stone bed underneath, allows water to go through. These factors can affect the porous asphalt mixture adhesive strength. The high amount of course aggregate promotes the structure of air voids have certain impacts on the acoustic properties of porous asphalt. The materials properties are consisting of both aggregate and bitumen tests. This study also details out the aggregates sieve analysis test to develop new aggregate gradation for PA. According to five ASEAN countries’ specifications, the sieve analysis test was done. The countries included are Malaysia, Vietnam, Thailand, Singapore, and Indonesia. The test for the binder includes the softening point, penetration, and ductility. This study also investigates the addition of kenaf fiber in the mixture as an additive. Mechanical performance test for PA using Marshall Stability test to identify the strength and the properties of the conventional PA with the addition of kenaf fiber compared to the new gradation of PA incorporating kenaf fiber. From the results, the addition of 0.3% kenaf modified PA improved the performance of PA in terms of Marshall Stability and volumetric properties.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"2017 7","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135635743","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
BIM in the construction process – selected problems at the stage of implementation in Polish road engineering BIM在施工过程中的应用——波兰道路工程实施阶段的选择问题
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.140190
{"title":"BIM in the construction process – selected problems at the stage of implementation in Polish road engineering","authors":"","doi":"10.24425/ace.2022.140190","DOIUrl":"https://doi.org/10.24425/ace.2022.140190","url":null,"abstract":": The digitalisation of the construction process is a phenomenon that has been significantly accelerated in recent years. BIM (Building Information Modeling) technology is becoming increasingly popular with designers, contractors and investors and is being used, mainly in relation to buildings. In communication objects, the application of BIM is much more difficult, as confirmed by the shifting schedules during implementation trials in road design. And yet, BIM is not only about the design or execution of construction works, it is worth taking advantage of the new possibilities especially at the stage of using the facility. BIM in transportation infrastructure is already used in other countries, mainly in Scandinavia, where work on its implementation began at the beginning of this century. The preparation of appropriate procedures and standards, adjusted to national realities, requires gathering experience on pilot investments. The paper presents an analysis of the necessary initial data which will make it possible to apply BIM in the Polish road construction industry. Moreover, the main risks occurring at various stages of the construction process are presented. The aim of the article is to indicate the necessary actions that will allow the advantages of BIM technology to be used more fully in road investments. The implementation of BIM in Polish road construction is not a distant future but rather \"tomorrow\", so it is worth knowing the limitations and preparing for the upcoming changes.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"1990 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135636100","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Concept of using the BIM technology to support the defect management process 使用BIM技术支持缺陷管理流程的概念
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2021.137164
{"title":"Concept of using the BIM technology to support the defect management process","authors":"","doi":"10.24425/ace.2021.137164","DOIUrl":"https://doi.org/10.24425/ace.2021.137164","url":null,"abstract":"Hundreds or even thousands of defects can be found during the building acceptance, hence the need for solutions which will facilitate the defect management, including identification, costing and repair. The aim of the paper is to present the possible use of BIM to support the defect management process during the acceptance of apartments in multifamily residential buildings. The paper presents a concept of quality control support application called MWBIM (Map of Knowledge BIM) which will collect data about discovered construction defects, their recording and servicing with the BIM technology. MWBIM will run based on Building Information Modelling (BIM), Augmented Reality (AR), Case-Based Reasoning (CBR) and maps of knowledge. There are three phases in the operation of the application: preparatory phase (planning the order of acceptance meetings and elements to be checked), acceptance phase (data collection and assigning them to the building information model) and the reporting phase (reports generation, assigning defects to contractors, follow-up of repair status). The intended uses of the application are mainly personnel involved in the acceptance of apartments.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"3 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135679839","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Analysis of Positive Elevation Effect and Prediction of Vibration Velocity of Bench Blasting Vibration 台阶爆破正标高效应分析及振动速度预测
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2021.136492
X.J. Zhang, H.M. An
{"title":"Analysis of Positive Elevation Effect and Prediction of Vibration Velocity of Bench Blasting Vibration","authors":"X.J. Zhang, H.M. An","doi":"10.24425/ace.2021.136492","DOIUrl":"https://doi.org/10.24425/ace.2021.136492","url":null,"abstract":"","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"25 29","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135545841","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Accident costs on the railway network in the Czech national conditions 事故成本在捷克铁路网上的国情
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.140187
Tomáš Funk, Vít Hromádka, Jana Korytárová, Eva Vítková
{"title":"Accident costs on the railway network in the Czech national conditions","authors":"Tomáš Funk, Vít Hromádka, Jana Korytárová, Eva Vítková","doi":"10.24425/ace.2022.140187","DOIUrl":"https://doi.org/10.24425/ace.2022.140187","url":null,"abstract":": The issue of assessing socio-economic impacts represent a key element of the decision- making process on the implementation of major public investment projects. The correctness of the decision depends both on the chosen principle of the socio-economic analysis and the input data. The","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"2 5","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135584663","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
0
×
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
确定
请完成安全验证×
相关产品
×
本文献相关产品
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信