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Название Magazine of Civil Engineering. — № 4 (104). – 2021.
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 документа Другой
Язык Английский
Права доступа Свободный доступ из сети Интернет (чтение, печать, копирование)
Ключ записи RU\SPSTU\edoc\67026
Дата создания записи 06.07.2021

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    • E-mail: mce@spbstu.ru
    • Web: http://www.engstroy.spbstu.ru
    • Contents
  • 01
    • Failure mechanism and slope factors for a footing resting on slopes
      • 1. Introduction
      • 2. Methods
        • 2.1. Numerical modelling
        • 2.2. Experimental modelling and procedure
        • 2.3. Parameters considered in the analysis
      • 3. Results and Discussions
        • 3.1. Numerical study results
        • 3.2. Experimental study results and comparison
        • 3.3. Statistical analyses and validation of equations
      • 4. Conclusions
  • 02
    • Modeling of international roughness index in seasonal frozen area
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 03
    • Deflection of a cladding panel of fully tempered glass in curtain wall system
      • 1. Introduction
      • 2. Methods
        • 2.1. Experimental approach
        • 2.2. Numerical approach
      • 3. Results and Discussion
      • 4. Conclusions
  • 04
    • The location of supports under the monolithic reinforced concrete slabs optimization
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 05
    • Frost cracks formation in permafrost regions
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 06
    • Freeze-thaw damage model for cement pavements in seasonal frost regions
      • 1. Introduction
      • 2. Methods
        • 2.1. Parameter determination of freeze-thaw damage evaluation model
        • 2.2. Establishment of freeze-thaw damage model
        • 2.3. Analysis of applicable conditions of the model
      • 3. Results and Discussion
        • 3.1. Verification of the same section in different periods
        • 3.2. Verification of different road sections in the same period
      • 4. Conclusions
      • 5. Acknowledgements
  • 07
    • Interaction of drill-injection piles with the surrounding soil
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 08
    • Revamp of supporting surfaces of turbogenerating sets foundation frames by composite materials
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Acknowledgments
  • 09
    • Experimental characterization of brick masonry for lateral strength evaluation
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
        • 3.1. Compressive Strength of Full Units
        • 3.2. Compressive Strength of Half Units
        • 3.3. Water Absorption of Masonry Units
        • 3.4. Flexural Tensile Strength of Masonry Units
        • 3.5. Compressive Strength of Mortar
        • 3.6. Compressive Strength of Masonry Prism
        • 3.7. Diagonal Tension Tests of Masonry Prism
      • 4. Empirical Relationships for Mechanical Properties of Masonry
        • 4.1. Mortar Strength to Compressive Strength of Masonry
        • 4.2. Mortar Strength to Masonry Tensile Strength
      • 5. Conclusions
  • 10
    • Dynamic tests and monitoring of the dynamic state of buildings and structures based on microseismic vibrations
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 11
    • Determination of the multicomponent lightweight mixture optimal composition
      • 1. Introduction
      • 2. Methods and Materials
      • 3. Results and Discussion
        • 3.1. Numerical example
      • 4. Conclusions
  • 12
    • Ultimate load capacity of high-performance fibre-concrete hollow square columns
      • 1. Introduction
      • 2. Methods
        • 2.1. Object of investigation
        • 2.2. Development of analytical simplified ultimate load capacity calculation method
        • 2.3. 3D model validation at compressive stress
        • 2.4. Verification of the 1D numerical model
      • 3. Results and Discussions
        • 3.1. Accuracy of the 3D model
        • 3.2. Accuracy of the 1D model
        • 3.3. Effect of the input variables on the column characteristics
        • 3.4. Analytical simplified ultimate load capacity calculation method
      • 4. Conclusions
      • 5. Acknowledgements
  • 13
    • Elasticity modulus of cement composites predicting using layer structure model
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusion
      • 5. Acknowledgment
  • 14
    • Stress level in beams with sinusoidal perforation
      • 1. Introduction
      • 2. Methods
        • 2.1. Dependence for Equivalent Stresses in the Zone of T-shaped Flanges
        • 2.2. Coefficient of Stress Concentration
      • 3. Results and Discussion
        • 3.1. Dependence for Equivalent Stresses in the Zone of T-section
        • 3.2. Stress concentration factor
        • 3.3. Equivalent stress in web-post zone
      • 4. Conclusions
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Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. — Периодичность: 8 раз в год. — Выходит с 2020 г. — Загл. с титул. экрана. — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — Текст: электронный

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