Детальная информация

Название: Magazine of Civil Engineering. — № 2 (110)
Организация: Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения: Санкт-Петербург: СПбПУ, 2022
Коллекция: Общая коллекция
Тематика: Строительство; Сопротивление материалов; Строительная механика; Строительные материалы
УДК: 624.04(051); 69(051); 539.3/.6(051)
Тип документа: Другой
Тип файла: PDF
Язык: Английский
Права доступа: Свободный доступ из сети Интернет (чтение, печать, копирование)
Ключ записи: RU\SPSTU\edoc\68898

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Оглавление

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  • index
    • E-mail: mce@spbstu.ru
    • Web: http://www.engstroy.spbstu.ru
    • Contents
  • 01
    • Layer drainage of fibrous materials in the composition of the ground dams
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 02
    • Impact of elevated temperature on the shear behavior of strengthened RC beams
      • 1. Introduction
      • 2. Methods
        • 2.1. Experimental Work
        • 2.2. Design of concrete mixture
        • 2.3. Heat treatment Method
        • 2.4. Bonding of CFRP sheets to the concrete beams
        • 2.5. Testing Setup
      • 3. Results and Discussion
        • 3.1. Mode of failure
        • 3.2. Strain in CFRP strips
        • 3.3. Load versus deflection behavior
        • 3.4. Maximum load capacity and corresponding deflection
        • 3.5. Elastic stiffness
        • 3.6. Toughness of tested beams
        • 3.7. Performance evaluation of experimental results
        • 3.8. The index of profitability
        • 3.9. Comparison of experimental results with ACI model
      • 4. Conclusions
      • 5. Acknowledgment
  • 03
    • Thermal insulation systems for road bases with foam glass gravel
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 04
    • 1. Introduction
    • 2. Methods
    • 3. Results and Discussion
    • 4. Conclusions
  • 05
    • Quantitative bounded method of special long-period ground motions
      • 1. Introduction
      • 2. Methods
        • 2.1. Selection of long-period ground motion records
        • 2.2. Processing of long-period ground motion records
        • 2.3. Frequency content characteristics of long-period ground motions
        • 2.4. Quantitative bounded method of long-period ground motions
      • 3. Results and Discussion
      • 4. Conclusion
      • 5. Acknowledgments
  • 06
    • Numerical shear of post-tensioned beams with inverted-U shaped reinforcements
      • 1. Introduction
      • 2. Methods
        • 2.1. Modeling of post-tensioned beams
        • 2.2. Modeling of material properties
        • 2.3. Meshing
        • 2.4. Loads and boundary conditions
      • 3. Results and Discussion
      • 4. Conclusion
  • 07
    • Application of artificial neural networks for prediction of concrete properties
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Materials
        • 2.2. Methods of Testing
        • 2.3. Intelligent systems and methods
      • 3. Results and Discussions
        • 3.1. Strain models
        • 3.2. ANN models
        • 3.3. Statistical indices
        • 3.4. Strain at peak stress
        • 3.5. Pre/Exp ratio
        • 3.6. Applicability of strain models
      • 4. Conclusions
  • 08
    • The site effect investigation using nonlinear and Iranian seismic code methods in Babol city
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 09
    • The behaviour of thin-walled beam with restrained torsion
      • 1. Introduction
      • 2. Methods
        • 2.1. Defining Governing Equations
        • 2.2. Numerical case studies
      • 3. Results and Discussions
        • 3.1. The variation of MTP, MTS and M( for different value of
        • 3.2. Comparison of MT components with three different thin walled sections
      • 4. Conclusion
  • 10
    • Belite-containing clinkers from phosphoric slags for refractory materials
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 11
    • Estimation of soil properties by an artificial neural network
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
      • 5. Acknowledgements
  • 12
    • Bearing capacity of skirted footing subjected to inclined loading
      • 1. Introduction
      • 2. Methods
        • 2.1. Numerical Modelling
        • 2.2. Verification of the Numerical Model
      • 3. Results and Discussions
      • 4. Conclusions
  • 13
    • Pile group effect at vertical vibrations
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Acknowledgements
  • 14
    • Performance of elastomeric seismic isolators under long-period earthquakes
      • 1. Introduction
      • 2. Method
        • 2.1. Model Description
        • 2.2. Properties of Isolators
        • 2.3. Numerical Analysis
      • 3. Results and Discussion
      • 4. Conclusion
  • 15
    • Nanostructured high-performance concretes based on low-strength aggregates
      • 1. Introduction
      • 2. Methods
        • 2.1. Concrete aggregates
        • 2.2. Determination of gneissic granite crushed stone characteristics
        • 2.3. Preparation of concrete samples and determination of their characteristics
      • 3. Results and Discussion
      • 4. Conclusions
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