发布求助
文献互助 智能选刊 最新文献

Archives of Civil Engineering最新文献

筛选
英文 中文
Fire resistance evaluation for a steel hall transverse frame depending on the simplification degree of the computational model applied 基于计算模型简化程度的钢厅横向框架耐火性能评估
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2022.143035
{"title":"Fire resistance evaluation for a steel hall transverse frame depending on the simplification degree of the computational model applied","authors":"","doi":"10.24425/ace.2022.143035","DOIUrl":"https://doi.org/10.24425/ace.2022.143035","url":null,"abstract":": It is presented in detail how the selection of a structural model describing the behaviour of a steel hall transverse frame when subject to fire exposure in a more or less complex way may affect the fire resistance evaluation for such a frame. In the examples compiled in this paper the same typical one-aisle and single-story steel hall is subjected to simulated fire action, each time following the same firedevelopmentscenario.Aresultantfireresistanceisidentifiedindividuallyineachcase,usingvariouscomputationalmodels,onanappropriatestaticequilibriumpathobtainednumerically.Theresulting estimatesvary,notonlyinthequantitativesense,butalsointermsoftheirqualitativeinterpretation.Itisshownthatthegreaterthesimplificationofthemodelused,themoreoverstatedtheestimatedfire resistanceisinrelationtoitsrealvalue.Suchanoverestimationseemstobedangeroustotheuser,asitgiveshimanillusorybutformallyunjustifiedsenseoftheguaranteedsafetylevel","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"1992 11","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135636069","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
Asphalt concrete produced from rejuvenated reclaimed asphalt pavement (RAP) 再生再生沥青路面生产沥青混凝土(RAP)
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2020.131812
W. Sorociak, B. Grzesik, J. Bzówka, P. Mieczkowski
{"title":"Asphalt concrete produced from rejuvenated reclaimed asphalt pavement (RAP)","authors":"W. Sorociak, B. Grzesik, J. Bzówka, P. Mieczkowski","doi":"10.24425/ACE.2020.131812","DOIUrl":"https://doi.org/10.24425/ACE.2020.131812","url":null,"abstract":"The problem of recycled materials application in road construction is one of the key issues in contemporary road engineering. This article describes attempts to produce a hot mix asphalt (HMA) mixture entirely from processed reclaimed asphalt pavement (RAP) material. Due to the binder ageing process, rejuvenating agent was a necessary additive to the mixture. The mixture was tested to determine its parameters, including the content of voids, fatigue life, rutting resistance, stiffness and water sensitivity. The test results demonstrated that the rejuvenated RAP mixture is not inferior to fresh produced mixtures in terms of physical and strength parameters. Such results are, however, conditional on appropriate handling of the RAP material.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"66 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68944018","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
Inverse analysis as a key element of safety assessment under the snow load for the large suspension roofs structure 逆分析是大型悬架结构在雪荷载作用下安全评价的关键因素
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2020.131815
K. Zoltowski, M. Drawc
{"title":"Inverse analysis as a key element of safety assessment under the snow load for the large suspension roofs structure","authors":"K. Zoltowski, M. Drawc","doi":"10.24425/ACE.2020.131815","DOIUrl":"https://doi.org/10.24425/ACE.2020.131815","url":null,"abstract":"","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"66 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68944031","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
Cauchy-based modelling in cementitious materials technology 胶凝材料技术中基于cauchy的建模
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2020.131804
P. Stroeven, M. Słowik
{"title":"Cauchy-based modelling in cementitious materials technology","authors":"P. Stroeven, M. Słowik","doi":"10.24425/ACE.2020.131804","DOIUrl":"https://doi.org/10.24425/ACE.2020.131804","url":null,"abstract":"Cauchy paved the way for constructing models in concrete technology, and elsewhere. He determined the (non-flat) surface area in 3D by measuring random total projections. Analogously, he determined the length of a curved line in 2D by way of measuring the total projections. The paper will present the mathematical expressions, because in many branches of concrete technology, modelling is found based on such Cauchy concepts. These branches - fractography in compression, tension or shear, fibre reinforcement and permeability estimation - will briefly be mentioned to demonstrate this. It has been found that, for the discussed fields of engineering relevance, major model parameters for cementitious materials are similar to those developed by Cauchy in the 19th century. In the paper some previous investigations concerning fractography, fibre reinforcement and fracture roughness will be summarized but basically a new development on porosimetry will be presented. Particularly a new achievement of successful implementation of the methodology (also based on Cauchy) for optimizing permeability estimation will be discussed.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"66 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68943521","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
An Influence of a Generated Track Intentional Irregularity on a Static Work of a Railway Track 产生的轨道故意不平整对铁路轨道静力工作的影响
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2021.136462
W. Bednarek
{"title":"An Influence of a Generated Track Intentional Irregularity on a Static Work of a Railway Track","authors":"W. Bednarek","doi":"10.24425/ACE.2021.136462","DOIUrl":"https://doi.org/10.24425/ACE.2021.136462","url":null,"abstract":"The purpose of the following paper is to present the experimental field investigations in jointless railway track subjected to the author’s generated imperfections on its static work. The main concept for the executed investigations is to induce an intentional imperfection (both a concave and convex irregularity) in an actual railway track, propose a way of appropriate measurement (using the PONTOS system), and utilize author’s field investigations results to calibrate necessary parameters for theoretical calculations. An experimental formula describing the value of the force transferred from the rail to the railway sleeper on the grounds of the survey site caused by a locomotive is provided. Furthermore, the deflection of the chosen railway rail and sleeper due to the generated imperfection is subjected to analysis. Finally the objective of the present consideration is to resolve the calculations into the beam element such that the results can be used in computational railway practice. The scheme of the so-called a “hanging sleeper” is particularly unfavourable, a gap arises between the sleeper and the foundation, for which the significant changes appear, especially in the rail deflections and stresses. A work scheme of the railway track elements is described on the generated short concave and convex irregularity.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"67 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68943936","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
Pseudo-static test of steel-glulam composite beam-to-column exterior joints 钢-胶合木组合梁柱外节点的拟静力试验
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2021.136466
Duan Shaowei, Xinglong Liu, Jian Yuan, Zhifeng Wang
{"title":"Pseudo-static test of steel-glulam composite beam-to-column exterior joints","authors":"Duan Shaowei, Xinglong Liu, Jian Yuan, Zhifeng Wang","doi":"10.24425/ACE.2021.136466","DOIUrl":"https://doi.org/10.24425/ACE.2021.136466","url":null,"abstract":"Steel-glulam structure is a new type of composite structure,glulam have lateral support effect on steel plate, that can prevent premature buckling of steel plate and improve the stability of steel structure. In order to study the influence of column’s cross-section form on the seismic performance of steel-glulam composite beam-to-column exterior joint, the column’s cross-section form was taken as the basic variable (glulam rectangular section , H-beam section and H-beam-glulam rectangular section were used respectively). The pseudo-static tests of three composite beam-to-column joints were carried out to observe the different failure modes, and obtain the mechanical performance indexes. The experiment results demonstrated that: The energy dissipation capacity of beam-to-column exterior joint composed of glulam column was the worst, the ultimate bearing capacity and stiffness were the lowest. The ultimate bearing capacity of the exterior joints formed by the H-beam column and the H-beam-glulam composite column were both high, and their ductility coefficients were similar, while the former had better energy dissipation capacity.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"1 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68943980","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
Factors affecting workforce at construction site 影响建筑工地劳动力的因素
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2020.131797
E. Plebankiewicz, A. Leśniak, P. Karcińska
{"title":"Factors affecting workforce at construction site","authors":"E. Plebankiewicz, A. Leśniak, P. Karcińska","doi":"10.24425/ACE.2020.131797","DOIUrl":"https://doi.org/10.24425/ACE.2020.131797","url":null,"abstract":"The article presents the results of research carried out in construction companies among employees involved in the organisation and management of construction projects. The research concerned factors and their impact on decisions regarding the planning of quantitative employment workforce at a construction site. Based on individual assessments of individual factors, average assessments were calculated and hierarchies of the factors examined were made. In the second part of the article, the dispersion coefficient of relative classification was used to assess the reliability of the opinions collected. The content presented is a continuation of the work of the authors on the subject of employment planning at the construction site.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"66 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68943470","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
Load capacity of steel-aluminium brackets under static and cyclic laboratory tests 静力和循环实验室试验下钢-铝支架的承载能力
IF 0.7
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ACE.2021.137156
A. Ambroziak
{"title":"Load capacity of steel-aluminium brackets under static and cyclic laboratory tests","authors":"A. Ambroziak","doi":"10.24425/ACE.2021.137156","DOIUrl":"https://doi.org/10.24425/ACE.2021.137156","url":null,"abstract":"The aim of the research is the laboratory investigation of steel-aluminium brackets employed to fasten lightweight curtain walls to building facilities. Static pressure, suction forces, and cyclic loads parallel to end plates (horizontal – to simulate wind influence) were applied in the study. The steel-aluminium brackets were tested on a reinforced concrete substrate made of C30/37 concrete class to simulate the real working conditions. Laboratory tests were performed to failure of the brackets or damage of anchoring fastened to the concrete elements. Additionally, the tensile capacity of stainless steel bolt connections screwed in aluminium profile was determined. The uniaxial tensile tests were performed for three length variants of the anchorage: 28 mm, 14 mm, and 7 mm of the stainless steel bars screw-in in threading aluminium profiles. In the course of cyclic tests, a hinge formed in the location of bolt connections made the change of the working character of steel-aluminium brackets. The cyclic tests also showed the danger of the strap aluminium profile displacement due to improper connection with the main aluminium profile. The paper is intended to provide scientists, civil engineers, and designers with an experimental assessment of mechanical properties of steel-aluminium brackets under static and cyclic loads.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"64 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"68944156","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 direct rework costs in Ukrainian construction 乌克兰建筑直接返工成本分析
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2021.137175
{"title":"Analysis of direct rework costs in Ukrainian construction","authors":"","doi":"10.24425/ace.2021.137175","DOIUrl":"https://doi.org/10.24425/ace.2021.137175","url":null,"abstract":"The construction industry of Ukraine has a number of problems and barriers that hinder its development. The main problems affecting Ukraine are corruption, high level of opacity, inefficient use of resources and inefficient process management. Moreover, ineffective design and construction management reduce labor productivity and leads to reworks. Unfortunately, in Ukrainian construction industry most cases of rework have been accepted as a part of construction activities. Rework is one of the main factors in the growth of total costs and the excess of the schedule for the construction project. The problem of rework costs is important and needs to be studied more to alleviate these overruns in the future. However, rework data are usually quite difficult to obtain and most studies have been conducted in developed countries. It can be assumed that there is a greater probability of reworks and rework costs in developing countries than in the developed ones. Thus, the purpose of this article was to determine and systematize reworks factors, quantify amount of direct rework costs, determine the relationship between actual project costs, project duration variation and rework costs.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"33 6","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135679644","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: 7
Searching for Optimal Pre-Stressing of Steel Bar Structures Based on Sensitivity Analysis 基于灵敏度分析的钢筋结构预应力优化研究
Archives of Civil Engineering Pub Date : 2023-11-06 DOI: 10.24425/ace.2020.134411
{"title":"Searching for Optimal Pre-Stressing of Steel Bar Structures Based on Sensitivity Analysis","authors":"","doi":"10.24425/ace.2020.134411","DOIUrl":"https://doi.org/10.24425/ace.2020.134411","url":null,"abstract":"","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":"32 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":"135679655","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: 5
首页 上一页 下一页 尾页
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
现在去查看 取消
×
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