International Review of Civil Engineering最新文献

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Experimental Analysis of Cooling Effects on Mechanical Properties of Steel for Reinforced Concrete After High-Temperature Exposure 高温下冷却对钢筋混凝土用钢力学性能影响的实验分析
International Review of Civil Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21949
Hicham Darnif, E. Azelmad, Z. Elmaskaoui, L. Boushine
{"title":"Experimental Analysis of Cooling Effects on Mechanical Properties of Steel for Reinforced Concrete After High-Temperature Exposure","authors":"Hicham Darnif, E. Azelmad, Z. Elmaskaoui, L. Boushine","doi":"10.15866/irece.v13i6.21949","DOIUrl":"https://doi.org/10.15866/irece.v13i6.21949","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41755027","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
Optimization of Delay at Isolated Signalized Intersection Using HCS2010 and SIDRA Intersection 8 Software: a Case Study 基于HCS2010和SIDRA Intersection 8软件的孤立信号交叉口延误优化研究
International Review of Civil Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21407
D. H. Omar, Salar Khudhur Hussein
{"title":"Optimization of Delay at Isolated Signalized Intersection Using HCS2010 and SIDRA Intersection 8 Software: a Case Study","authors":"D. H. Omar, Salar Khudhur Hussein","doi":"10.15866/irece.v13i6.21407","DOIUrl":"https://doi.org/10.15866/irece.v13i6.21407","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42420296","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
Nonlinear Finite-Element Modeling of Precast Reinforced Concrete Moment-Resisting Frames 预制钢筋混凝土抗弯矩框架的非线性有限元建模
International Review of Civil Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21564
A. Tarabia, Mohamed Gamal Aboelhassan
{"title":"Nonlinear Finite-Element Modeling of Precast Reinforced Concrete Moment-Resisting Frames","authors":"A. Tarabia, Mohamed Gamal Aboelhassan","doi":"10.15866/irece.v13i6.21564","DOIUrl":"https://doi.org/10.15866/irece.v13i6.21564","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67292871","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
Hydrological Parameters of Volcanic Soils: Analysis and Interpretation in the Canary Islands 火山土壤的水文参数:加那利群岛的分析和解释
International Review of Civil Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21592
J. C. Santamarta, J. Neris, J. Fontes, R. Poncela, J. Rodríguez-Martín, N. Cruz-Pérez
{"title":"Hydrological Parameters of Volcanic Soils: Analysis and Interpretation in the Canary Islands","authors":"J. C. Santamarta, J. Neris, J. Fontes, R. Poncela, J. Rodríguez-Martín, N. Cruz-Pérez","doi":"10.15866/irece.v13i6.21592","DOIUrl":"https://doi.org/10.15866/irece.v13i6.21592","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48263206","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
Integrating GIS and Fuzzy Sets to Develop Multi-Criteria Spatial Decision Production 集成GIS和模糊集开发多准则空间决策生成
International Review of Civil Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21770
Z. K. Nemaa, Shakir Al-Busaltan, F. F. Al-khafaji, M. Kadhim
{"title":"Integrating GIS and Fuzzy Sets to Develop Multi-Criteria Spatial Decision Production","authors":"Z. K. Nemaa, Shakir Al-Busaltan, F. F. Al-khafaji, M. Kadhim","doi":"10.15866/irece.v13i6.21770","DOIUrl":"https://doi.org/10.15866/irece.v13i6.21770","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43004866","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
Topology Optimization of Perforated Steel Strip in Composite Structures 复合结构中穿孔钢带的拓扑优化
International Review of Civil Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21221
R. Ároch, Adam Petrík
{"title":"Topology Optimization of Perforated Steel Strip in Composite Structures","authors":"R. Ároch, Adam Petrík","doi":"10.15866/irece.v13i5.21221","DOIUrl":"https://doi.org/10.15866/irece.v13i5.21221","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43026208","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
Enhancing Soil Shear Parameters with Polymer-Gypseous Composite Material Using an Integrated Approach 聚合物-石膏复合材料增强土体剪切参数的综合研究
International Review of Civil Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21594
Baydaa Hussain Maula
{"title":"Enhancing Soil Shear Parameters with Polymer-Gypseous Composite Material Using an Integrated Approach","authors":"Baydaa Hussain Maula","doi":"10.15866/irece.v13i5.21594","DOIUrl":"https://doi.org/10.15866/irece.v13i5.21594","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47695282","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
Modeling the Impact of COVID-19 on Traffic Operation, Emission and Queue Length: a Case Study 新冠肺炎疫情对交通运行、排放和排队长度的影响建模——以疫情为例
International Review of Civil Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21069
Taqwa Alhadidi, Ahmad H. Alomari
{"title":"Modeling the Impact of COVID-19 on Traffic Operation, Emission and Queue Length: a Case Study","authors":"Taqwa Alhadidi, Ahmad H. Alomari","doi":"10.15866/irece.v13i5.21069","DOIUrl":"https://doi.org/10.15866/irece.v13i5.21069","url":null,"abstract":"– The global COVID-19 outbreak has caused a drastic change in human travel behavior. Most of the measures that have been taken by governments and local authorities involve behavioral changes from citizens to reduce their social contact to a minimum in order to control the spread of the virus. Thus, these actions affect individual activity patterns and transport systems differently. This paper quantifies the impact of COVID-19 on intersection operation performance using data from the control management room at Greater Amman Municipality (GAM) in Jordan. In this paper, the operational performance of one of the heaviest signalized intersections in Amman has been modeled under COVID-19 prevention measures. The intersection's performance has been evaluated under three scenarios, namely, before CVOID-19 hits, using an odd/even license plate strategy with activities closure, and using a 70% capacity restriction. In the Analytical Hierarchy Process (AHP), multi-criteria have been used. Three criteria groups (efficiency, capacity, and environmental) have been developed, which have contained eight sub-criteria. The weights of the criteria groups have been varied based on practitioners' and academic perspectives. The application of the developed methodology has enabled the selection of the most suitable travel restriction decision that has helped improve the transportation system's operational status. The evaluation sub-criteria in the study are vehicle delay, queue length, stopped delay, stops, travel time, vehicle safety, CO emission, and fuel consumption. Results have indicated that, by comparing the intersection operation performance before and after COVID-19, there is a significant improvement in intersection performance due to the travel restrictions during the pandemic effect. Moreover, AHP has indicated that the odd/even system is the best strategy to improve intersection performance. The results have indicated that the odd/even system has the best operational performance compared to the other two travel restrictions. © 2022 Praise Worthy Prize S.r.l. All rights reserved.","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43749241","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
Effects of Parameters on Non-Linear Seismic Analysis of Fixed Offshore Platform 参数对海洋固定平台非线性地震分析的影响
International Review of Civil Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21186
A. Sarı, Kubilay Çiçek
{"title":"Effects of Parameters on Non-Linear Seismic Analysis of Fixed Offshore Platform","authors":"A. Sarı, Kubilay Çiçek","doi":"10.15866/irece.v13i5.21186","DOIUrl":"https://doi.org/10.15866/irece.v13i5.21186","url":null,"abstract":". Fixed offshore structures in seismically active zones are likely to have deformations large enough to exceed the elastic limits of materials under strong ground motions. Therefore, investigation of nonlinear response of offshore structures under dynamic loadings are very interesting to structural engineers. Nonlinear behavior of structures is highly related with the soil properties and soil behavior. The main purpose of this study is to investigate and show the methodology for inelastic dynamic analyses of fixed-offshore structures under the 10,000-year earthquake loadings. Investigation in this study includes the effect of soil radiation damping, soil-pile gapping, and soil degradation on fixed offshore structures. Additionally, effect of the direction of earthquake is included in this study, too. An offshore structure model ‘Platform A’ is modeled in CAPFOS. 10,000-year earthquake events are considered and for this purpose, two different earthquakes are used: Hector Mine Earthquake (1999) and Landers Earthquake (1992). These ground motion records are scaled in order to have a resulting earthquake that have a return period of 10,000-year. CAPFOS program is used to complete time-history analyses with these earthquakes. Results indicate that: (i) Considering soil radiation damping negligible is not correct, because without the radiation damping, the total damping ratio is estimated as % 3, while including radiation damping raises the ratio to % 4.5, (ii) soil-pile gapping and soil radiation damping generate adverse effects on analyses outcome, and (iii) using high values of soil degradation factors is not always conservative.","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45094426","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
Effect of High Strength Concrete Prepared from Recycled Aggregates on the Behavior of Reinforced Concrete Beams Under Flexure 再生骨料高强混凝土对钢筋混凝土梁受弯性能的影响
International Review of Civil Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.20463
S. H. Jassam, Ola Adel Qasim, Baydaa Hussain Maula
{"title":"Effect of High Strength Concrete Prepared from Recycled Aggregates on the Behavior of Reinforced Concrete Beams Under Flexure","authors":"S. H. Jassam, Ola Adel Qasim, Baydaa Hussain Maula","doi":"10.15866/irece.v13i5.20463","DOIUrl":"https://doi.org/10.15866/irece.v13i5.20463","url":null,"abstract":"","PeriodicalId":37854,"journal":{"name":"International Review of Civil Engineering","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43286545","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
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