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检索条件"机构=Structural Engineering Department Faculty of Civil Engineering"
31987 条 记 录,以下是1-10 订阅
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Effect of Ferrocement with Styrene-Butadiene Rubber Connection on Concrete Beams under Torsional Impact
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Jordan Journal of civil engineering 2024年 第3期18卷 448-454页
作者: Taha, Roula Al-Alalaf, Muneeb Tarsha, Ihssan Structural Engineering Department Faculty of Civil Engineering Al Baath University Syria
Improvements of reinforced concrete beams against the impact of torsional forces are among the most researched issues in construction studies. In this paper, repairing and strengthening reinforced concrete beams using... 详细信息
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Flexural strengthening of LWRC beams using RSHCC reinforced with glass fiber textile mesh
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Journal of engineering and Applied Science 2024年 第1期71卷 132页
作者: Issa, Mohamed E. El-Shafey, Nasser F. Baraghith, Ahmed T. Balat, Ehab N. Structural Engineering Department Faculty of Engineering Cairo University Cairo Egypt Structural Engineering Department Faculty of Engineering Tanta University Tanta Egypt Civil Engineering Department Faculty of Engineering Delta University for Science and Technology Gamasa Egypt
This study aims to explore the flexural behavior of crushed clay brick (CCB) lightweight concrete (LWC) beams strengthened with rubberized strain-hardening cementitious composite reinforced with glass fiber textile me... 详细信息
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Modeling of masonry infilled RC frames with different aspect ratios using plastic hinge and equivalent strut
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Journal of engineering and Applied Science 2025年 第1期72卷 1-20页
作者: El-Kholy, Ahmed M. Sayed, Sayed M. El-Assaly, Mohamed M. Ismail, Mohamed K. Civil Engineering Department Faculty of Engineering Fayoum University Kiman Fares El-Fayoum Egypt Civil Engineering Department Faculty of Engineering Beni Suef University Beni Suef Egypt Structural Engineering Department Faculty of Engineering Cairo University Giza Egypt
The existence of diverse modeling approaches for masonry-infilled frames causes uncertainty among practicing engineers when seeking a definitive model for their design practice. This paper presents a practical and sim... 详细信息
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Effect of interlayer cold joint on mechanical properties and permeability of roller compacted concrete
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Frontiers of structural and civil engineering 2025年 第2期19卷 284-299页
作者: Sultan Husein BAYQRA SüleymanÖZEN Ali MARDANI Kambiz RAMYAR Department of Civil Engineering Faculty of EngineeringBursa Uludag UniversityNilüfer 16059Turkey Department of Civil Engineering Faculty of Engineering and Natural SciencesBursa Technical UniversityYildirim 16330Turkey Department of Civil Engineering Faculty of EngineeringEge UniversityBornova 35100Turkey
One issue with layer application of roller compacted concrete(RCC)is the development of cold joints,which can cause damage to RCC *** this study,fly ash was used in place of 0%,20%,40%,and 60%of the cement or aggregat... 详细信息
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Selection of digital fabrication technique in the construction industry--A multi-criteria decision-making approach
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Frontiers of structural and civil engineering 2024年 第7期18卷 977-997页
作者: M.P.SALAIMANIMAGUDAM J.JAYAPRAKASH Department of Structural and Geotechnical Engineering School of Civil EngineeringVellore Institute of TechnologyVellore 632014India
Digital fabrication techniques,in recent decades,have provided the basis of a sustainable revolution in the construction ***,selecting the digital fabrication method in terms of manufacturability and functionality req... 详细信息
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Strength and Deformability Characteristics of Cemented Clayey Sand
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Jordan Journal of civil engineering 2024年 第4期18卷 623-636页
作者: Bayoumy, Mona El Sawwaf, Mostafa Nasr, Ahmed Elsawwaf, Ahmed Structural Engineering Department Faculty of Engineering Tanta University Tanta Egypt Department of Civil and Resource Engineering Dalhousie University NS Canada
Stabilization of soil using cement can increase the bearing capacity, compaction, and strength characteristics. However, limited research has been conducted on cemented clayey sand, and there is a lack of knowledge of... 详细信息
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Integrated ground penetrating radar and deep learning approach for rebar diameter classification in concrete elements
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Frontiers of structural and civil engineering 2025年 第4期19卷 524-540页
作者: Mostafa KHEDR Mahmoud METAWIE Mohamed MARZOUK Integrated Engineering Design Management Program Faculty of EngineeringCairo UniversityGiza 12613Egypt Structural Engineering Department Faculty of EngineeringCairo UniversityGiza 12613Egypt
Traditional evaluation of reinforced rebar in concrete elements involves destructive methods that may harm the *** paper introduces a framework that adopts non-destructive techniques to classify rebar in reinforced co... 详细信息
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Optimum design of reinforced concrete continuous beam and slab systems using genetic algorithms
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Journal of engineering and Applied Science 2025年 第1期72卷 1-18页
作者: Elbakry, Hazem M. F. Tarabia, Mennah A. Diab, Muhammad A. Structural Engineering Department Faculty of Engineering Alexandria University Alexandria Egypt
Producing a structural design that fulfills strength, serviceability, and design code requirements with the least cost is the goal of every engineer. This paper aims to apply genetic algorithms to achieve the optimum ... 详细信息
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Punching shear of edge column-slab connection subjected to unbalanced moment
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Journal of engineering and Applied Science 2025年 第1期72卷 1-32页
作者: Ebeido, Tarek Soussa, Mohamed S. Diab, Muhammad A. Structural Engineering Department Faculty of Engineering Alexandria University Alexandria Egypt
Studying flat slabs subjected to high punching shear stresses at edge columns is crucial due to the extra punching shear stresses caused by the unbalanced moments. This paper endeavors to experimentally study the perf... 详细信息
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Seismic Performance Evaluation of Two- and Three-Story Steel Frames with an Upgraded Hybrid Buckling-Restrained Brace
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Iranian Journal of Science and Technology - Transactions of civil engineering 2025年 第3期49卷 2633-2659页
作者: Azizi, Hesam Ahmadi, Jamal Structural Engineering Division Department of Civil Engineering Faculty of Engineering University of Zanjan Zanjan Iran
A novel hybrid buckling-restrained brace (HBRB) configuration is introduced in this study to address the inherent limitations of conventional buckling-restrained braced frames (BRBFs). The HBRB comprised parallel stee... 详细信息
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