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International Review of Civil Engineering最新文献

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Pullout Behavior of Anchored Steel Bars and Grouted Headed Bars 锚固钢筋和灌浆钢筋的拔出性能
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.21519
Mohamed Gamal Aboelhassan, A. Tarabia, Ahmed Mustafa Yassin
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引用次数: 1
A Framework Architecture Proposal Focused on Industry Foundation Classes in the Context of BIM Methodology: Towards an Open Source Platform BIM方法论背景下专注于行业基础类的框架架构提案:迈向开源平台
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.20762
Moacir Miranda de Oliveira Junior, R. Teive
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引用次数: 0
Investigation of the Performance Removal of RB Dye from Aqueous Solution by Using GO-NP/MMMs GO-NP/MMMs去除水中RB染料性能的研究
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.22215
A. Al-Sultan, R. Kadhim, H. Majdi, Q. Alsalhy, F. Al-Ani
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引用次数: 0
Numerical Investigation on the Axial Load Behaviour of Polygonal Steel Tube Columns 多边形钢管柱轴心受压性能的数值研究
Q1 Engineering Pub Date : 2022-09-30 DOI: 10.15866/irece.v13i5.20548
Salam J. Hilo, Saba M. Sabih, Marwah M. Faris, Ahmed W. Al-Zand
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引用次数: 2
Utilizing Crushed Fired Clay Brick as Replacement of Coarse Aggregate in Concrete Mix 利用烧结粘土砖代替混凝土混合料中的粗骨料
Q1 Engineering Pub Date : 2022-07-31 DOI: 10.15866/irece.v13i4.20556
K. Alotaibi
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引用次数: 0
Empowerment and Optimalisation of Kenjeran Beach Tourism Potential, Surabaya-East Java 赋予和优化东爪哇泗水Kenjeran海滩旅游潜力
Q1 Engineering Pub Date : 2022-07-31 DOI: 10.15866/irece.v13i4.20659
M. Mustain, Sujantoko Sujantoko, Majid Adi Prasetyo
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引用次数: 3
Mechanical and Durability Properties of Green Concrete 绿色混凝土的力学性能和耐久性
Q1 Engineering Pub Date : 2022-07-31 DOI: 10.15866/irece.v13i4.20280
Y. Murad, Ammar Nsairat, Mu’taz Khawaldeh, Masa Ayasrah, Zaki Othman, Monther Nayfeh, Ahmad Alothmani, Firas Al-Share’, Haneen Abdel-Jabar, Dania Sreihin, Safa' Alsawalqa, Laith Murad, Jamal Qtaishat
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引用次数: 0
Integrated Water Resource Management in the Macaronesia 马其顿的水资源综合管理
Q1 Engineering Pub Date : 2022-07-31 DOI: 10.15866/irece.v13i4.21523
J. C. Santamarta, J. Rodríguez-Martín, R. Poncela, J. Fontes, A. Lobo de Pina, N. Cruz-Pérez
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引用次数: 0
Modelling the Free Flow Speed and 85th Percentile Speed Using Artificial Neural Network (ANN) and Genetic Algorithm 用人工神经网络和遗传算法模拟自由流速度和第85百分位速度
Q1 Engineering Pub Date : 2022-07-31 DOI: 10.15866/irece.v13i4.20678
Shadi Hanandeh, I. Khliefat, Raed Hanandeh, Fadi Alhomaidat
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引用次数: 0
Simultaneous Effect of Seismic Intensity and Shear Wall Design on the Cost of High-Rise Buildings in Saudi Arabia 地震烈度和剪力墙设计对沙特阿拉伯高层建筑造价的同时影响
Q1 Engineering Pub Date : 2022-07-31 DOI: 10.15866/irece.v13i4.21624
Alaa Salman
This research study intends to investigate the influence of shear wall design and seismic intensities on the potential cost of Reinforced Concrete (RC) high-rise buildings in Saudi Arabia. The seismic intensities of the proposed locations vary from relatively low to relatively high. Conventional and ductile design methods are considered for designing the shear walls in different locations. The influence of these selected locations and employed design methods associated with the anticipated cost is numerically computed and quantified. The three-dimensional finite element models are created using the available structural software package ETABS. Cost analyses are performed and obtained for the conventionally designed buildings in the considered different locations. The corresponding cost analyses considering the ductile design of shear walls are also computed for all the considered models. Reinforcement steel material and labor costs are utilized to determine the total cost of the shear walls. Other cost elements such as concrete, formwork, machinery, finishing, etc. are not included. The relation between spectral accelerations and required reinforcement for each shear wall design is made. Sensitivity analysis, using @Risk software, with respect to the labor cost is performed to cover the expected risk during the COVID-19 Pandemic. Copyright © 2022 Praise Worthy Prize S.r.l.-All rights reserved. © 2022 Praise Worthy Prize S.r.l.
本研究旨在探讨剪力墙设计和地震烈度对沙特阿拉伯钢筋混凝土高层建筑潜在成本的影响。拟议地点的地震烈度从相对低到相对高不等。对不同位置的剪力墙进行了常规设计和延性设计。这些选定的地点和所采用的与预期成本相关的设计方法的影响是数值计算和量化的。利用现有的结构软件ETABS建立三维有限元模型。在考虑的不同地点,对传统设计的建筑物进行了成本分析。并对所考虑的剪力墙延性设计进行了相应的成本分析。钢筋材料和人工成本被用来确定剪力墙的总成本。其他成本要素,如混凝土,模板,机械,整理等不包括在内。给出了谱加速度与剪力墙设计所需配筋的关系。使用@Risk软件对人工成本进行敏感性分析,以涵盖COVID-19大流行期间的预期风险。Copyright©2022 Praise Worthy Prize s.r.l.版权所有©2022 Praise Worthy Prize S.r.l。
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引用次数: 0
期刊
International Review of Civil Engineering
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