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Название Magazine of Civil Engineering. — № 1 (117). – 2023.
Организация Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения Санкт-Петербург: СПбПУ, 2023
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\70471
Дата создания записи 17.04.2023

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  • title117
  • index
    • Contents
  • 01
    • Effect of uncertainties of shear wall on reliability of rehabilitated structure
      • 1. Introduction
      • 2. Methods
        • 2.1. Specifications of the selected structural model
        • 2.2. Rehabilitation of the selected structure
        • 2.3. Selected records to evaluate the seismic performance
        • 2.4. Evaluation of probabilistic seismic performance
      • 3. Results and Discussion
        • 3.1. Sensitivity analysis
        • 3.2. Quantifying the considered uncertainties
        • 3.3. Annual exceedance probability of the limit states
      • 4. Conclusions
  • 02
    • High-performance concrete produced with locally available materials
      • 1. Introduction
      • 2. Methods and Materials
      • 3. Results and Discussion
      • 4. Conclusion
  • 03
    • Numerical analysis of the buried fiber concrete slabs dynamics under blast loads
      • 1. Introduction
      • 2. Methods
        • 2.1. Statement of the problem
        • 2.2. Modeling of blast loads
        • 2.3. Modeling of FRCS deformations
        • 2.4. Modeling the contact interaction
      • 3. Results and Discussion
        • 3.1. Input data and model description
        • 3.2. Model verification. Ultimate static loading
        • 3.3. Dynamic loads
        • 3.4. Discussion
      • 4. Conclusion
  • 04
    • Effects of gradation and clay minerals on stabilized lateritic soil blocks
      • 1. Introduction
      • 2. Methods
        • 2.1. Materials
        • 2.2. Experimental Program
      • 3. Results and Discussion
        • 3.1. Study on the suitability of stabilizers
        • 3.2. Influence of soil gradation on strength gain
        • 3.3. Influence of chemical and mineralogical fraction of clay on strength gain
      • 4. Conclusion
  • 05
    • Diagnostics and reconstruction of bearing units
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 06
    • Anorthite-based building ceramics
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 07
    • Mineral additive for lime dry building mixtures
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 08
    • Heterogeneous embankment dam under rapid drawdown
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Case study description
        • 2.2. Embankment geometry and modeling process
        • 2.3. Seepage analysis
        • 2.4. Slope stability analysis
        • 2.5. Material characteristics
      • 3. Results and Discussion
        • 3.1. Seepage analysis
        • 3.2. Slope stability analysis
      • 4. Conclusions
      • 5. Conflict of Interests
  • 09
    • Charcoal-containing building materials for electromagnetic radiation shielding
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 10
    • Energy efficiency of underground structures in harsh climatic conditions
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 11
    • Peculiarities of hydration and frost resistance of cement with natural zeolite additive
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 12
    • Stone mastic asphalt modified with stabilizing additives of multifunctional action
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. 4. Conclusions
  • 13
    • Elliptical underground concrete block bridge with minimal weight
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
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