Детальная информация

Название: Magazine of Civil Engineering. — № 1 (101)
Организация: Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения: Санкт-Петербург: СПбПУ, 2021
Коллекция: Общая коллекция
Тематика: Строительство; Сопротивление материалов; Строительная механика; Строительные материалы
УДК: 624.04(051); 69(051); 539.3/.6(051)
Тип файла: PDF
Язык: Английский
Права доступа: Свободный доступ из сети Интернет (чтение, печать, копирование)

Разрешенные действия: Прочитать Загрузить (19,1 Мб)

Группа: Анонимные пользователи

Сеть: Интернет

Права на использование объекта хранения

Место доступа Группа пользователей Действие
Локальная сеть ИБК СПбПУ Все Прочитать Печать Загрузить
-> Интернет Все Прочитать Печать Загрузить

Оглавление

  • title101
  • реклама1
  • index
    • E-mail: mce@spbstu.ru
    • Web: http://www.engstroy.spbstu.ru
    • Contents
  • 01
    • Cold-formed steel joints with partial warping restraint
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 02
    • Behavior of light-gauge steel beams filled with recycled concrete
      • 1. Introduction
      • 2. Methods
        • 2.1. Materials
        • 2.2. Experimental Program
        • 2.3. Finite Element Model
        • 2.4. Analytical Considerations
      • 3. Results and Discussion
        • 3.1. General Behavior and Failure Modes
        • 3.2. Flexural Capacity
        • 3.3. Moment Deflection Behavior
        • 3.4. Theoretical Ultimate Moment of Resistance
        • 3.5. FEA Results
        • 3.6. Discussion
      • 4. Conclusions
      • 5. Acknowledgements
  • 03
    • Poly(ethylene terephthalate) composite material with modified fly ash filler
      • 1. Introduction
      • 2. Materials and methods
        • 2.1. Materials and methods
        • 2.2. Processing
      • 3. Results and Discussion
        • 3.1. Physical properties and oxide composition of modified fly ash
        • 3.2. Mechanical and physical properties of PCM
        • 3.3. Phase analysis of pure rPET and PCM
        • 3.4. Thermal analysis of the rPET and PCM samples
      • 4. Conclusions
      • 5. Acknowledgement
  • 04
    • Sodium alginate emulsions for asphalt concrete modifiers encapsulating: structural rheological properties
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
      • 5. Acknowledgments
  • 05
    • Bond strength in PVA fibre reinforced fly ash-based geopolymer concrete
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Materials
        • 2.2. Test specimen preparation and curing
        • 2.3. . Experimental setup for pullout test
      • 3. Results and Discussions
        • 3.1. Test results for Fly Ash
        • 3.1.1. XRF and XRD Results
        • 3.1.2. Scanning Electron Microscope (SEM)
        • 3.2. Concrete compressive and split tensile test
        • 3.3. Tensile test results for pull-out bar
        • 3.4. Pull-out test results
        • 3.5. Comparative Study
      • 4. Conclusions
      • 5. Acknowledgments
  • 06
    • Predicting creep deformation of asphalts modified with polymer using artificial neural networks
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 07
    • Basalt fiber reinforced expanded clay concrete for building structures
      • 1. Introduction
      • 2. Materials and methods of research
      • 3. Result and Discussion
      • 4. Conclusion
      • 5. Acknowledgements
  • 08
    • Strength of concrete columns reinforced with Glass fiber reinforced polymer
      • 1. Introduction
      • 2. Methods
        • 2.1. Experimental study program
        • 2.2. Numerical modeling and verification of numerical models
      • 3. Results and Discussion
        • 3.1. Investigation of contribution of GFRP reinforcement to the load-bearing capacity of RC columns using different concrete strengths (grades)
        • 3.2. Influence of tie spacing on load-carrying capacity
        • 3.3. Influence of GFRP reinforcement ratios on compressive behavior of columns
      • 4. Conclusion
  • 09
    • Stabilization of lateritic soil for masonry applications
      • 1. Introduction
      • 2. Methods
        • 2.1. Materials
        • 2.2. Preparation
        • 2.3. Testing
      • 3. Results and Discussion
        • 3.1. Dry density
        • 3.2. Water absorption
        • 3.3. Compressive strength
        • 3.4. Flexural strength
        • 3.5. Weathering resistance
        • 3.6. Comparison of strength with natural laterite block
        • 3.7. Microstructure of blocks
      • 4. Conclusion
  • 10
    • Flood events dynamics estimation methodology in a GIS environment
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Prerequisites of the modeling
        • 2.2. Computational basis of the modeling
        • 2.3. Initial data
    • 2.2.1 Terrain data
    • 2.2.2 Hydrological data
    • 2.2.3 River data
      • 3. Results and Discussions
      • 4. Conclusion
  • 11
    • Stochastic model of the construction process implemented with application of sliding formwork
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussions
      • 4. Conclusions
  • 12
    • Silica concrete compressive behavior under alternating magnetic field
      • 1. Introduction
      • 2. Methods
        • 2.1. Test program
        • 2.2. Material Properties
        • 2.3. Magnetic circuit
        • 2.4. Specimen preparation
        • 2.5. Test procedure
      • 3. Results and Discussion
        • 2.6. The effect of adding silica sand
        • 2.7. The effect of AMF
        • 2.8. Advantages of this techniques
        • 2.1.1. Environmental advantages
        • 2.1.2. Advantages of post-magnetization: theoretical discussion
      • 4. Conclusion
      • 5. Acknowledgements
  • 13
    • Strength of ultra-high rockfill dam concrete face
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 14
    • Integration of digital twin and BIM technologies within factories of the future
      • 1. Introduction
      • 2. Methods
        • 2.1. Bridging gaps regarding effective integration of BIM and DT technologies
        • 2.2. Integration of BIM and DT
      • 3. Results and Discussion
        • 3.1. A method to integrate BIM and DT technologies for FoF
        • 3.2. Digital Assets and Integration of BIM and DT Technologies
        • 3.3. Current Implementations in the Market
      • 4. Conclusions
      • 5. Acknowledgements
  • реклама2
  • оборот

Содержит

Статистика использования

stat Количество обращений: 56
За последние 30 дней: 12
Подробная статистика