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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
Q1 Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21949
Hicham Darnif, E. Azelmad, Z. Elmaskaoui, L. Boushine
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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
Q1 Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21407
D. H. Omar, Salar Khudhur Hussein
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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
Q1 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
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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
Q1 Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21564
A. Tarabia, Mohamed Gamal Aboelhassan
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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
Q1 Engineering Pub Date : 2022-11-30 DOI: 10.15866/irece.v13i6.21770
Z. K. Nemaa, Shakir Al-Busaltan, F. F. Al-khafaji, M. Kadhim
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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
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21221
R. Ároch, Adam Petrík
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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
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21594
Baydaa Hussain Maula
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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
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21069
Taqwa Alhadidi, Ahmad H. Alomari
– 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.
——全球新冠肺炎疫情导致人类旅行行为发生巨大变化。政府和地方当局采取的大多数措施涉及公民的行为改变,以减少他们的社会接触,以控制病毒的传播。因此,这些行为对个人活动模式和运输系统的影响是不同的。本文利用约旦大安曼市(GAM)控制管理室的数据,量化了COVID-19对交叉口运营绩效的影响。本文对安曼最重的信号交叉口之一的运行性能进行了基于COVID-19预防措施的建模。在CVOID-19到来之前,使用单双号策略关闭活动,以及使用70%的容量限制三种场景下对交叉口的性能进行了评估。在层次分析法(AHP)中,采用了多准则。制定了三个标准组(效率、能力和环境),其中包含八个子标准。标准组的权重根据从业者和学术观点而有所不同。应用所开发的方法,可以选择最合适的旅行限制决策,有助于改善运输系统的运行状况。研究中的评价子标准为车辆延误、排队长度、停止延误、停车次数、行驶时间、车辆安全性、CO排放和燃油消耗。结果表明,通过对比新冠肺炎疫情前后交叉口运行性能,由于疫情期间的出行限制,交叉口运行性能有明显改善。AHP分析表明,奇偶系统是提高交叉口性能的最佳策略。结果表明,与其他两种旅行限制相比,单双行系统具有最佳的运行性能。©2022 Praise Worthy Prize S.r.l保留所有权利。
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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
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21186
A. Sarı, Kubilay Çiçek
. 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.
. 地震活跃区内的固定海上结构在强烈的地面运动下,很可能有足够大的变形,超过材料的弹性极限。因此,研究海洋结构在动力荷载作用下的非线性响应是结构工程师非常感兴趣的问题。结构的非线性性能与土体性质和土体特性密切相关。本研究的主要目的是探讨和展示海上固定结构在万年地震荷载作用下的非弹性动力分析方法。本文主要研究了土壤辐射阻尼、土桩间隙和土壤退化对海上固定结构的影响。此外,本研究还考虑了地震方向的影响。在CAPFOS中对海上结构模型“平台A”进行了建模。考虑万年历地震事件,为此,使用了两种不同的地震:赫克托雷地震(1999年)和兰德斯地震(1992年)。这些地面运动记录是按比例计算的,以便得到每隔一万年发生一次的地震。CAPFOS程序用于完成这些地震的时程分析。结果表明:(1)考虑土壤辐射阻尼可忽略是不正确的,因为不考虑辐射阻尼,总阻尼比估计为% 3,而考虑辐射阻尼则使总阻尼比提高到% 4.5;(2)土桩间隙和土壤辐射阻尼对分析结果产生不利影响;(3)采用高值的土壤退化因子并不总是保守的。
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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
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.20463
S. H. Jassam, Ola Adel Qasim, Baydaa Hussain Maula
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引用次数: 0
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International Review of Civil Engineering
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