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Название Magazine of Civil Engineering. — Т. 17, № 4. – 2024.
Организация Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения Санкт-Петербург: СПбПУ, 2024
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)
Дополнительно Новинка
Ключ записи RU\SPSTU\edoc\76839
Дата создания записи 18.09.2025

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  • Magazine of Civil Engineering_обложки_Итог
  • index
    • Contents
  • 01
    • Behavior of partially connected piled raft foundation under seismic loading
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. Earthquake Loading System
        • 2.2. Recording Data and Instrumentation
        • 2.3. Materials
        • 2.4. Tests Preparation and Procedure
      • 3. Results and Discussion
      • 4. Conclusions
  • 02
    • The beam finite element with five nodal degrees of freedom
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
        • 3.1. Linear Сalculations
        • 3.2. Nonlinear Calculations
      • 4. Conclusions
  • 03
    • Compressible soil thickness and settlement prediction using elastoviscoplastic models: a comprehensive method
      • 1. Introduction
      • 2. Methods
        • 2.1. Basic equations of the elastoviscoplastic model of the soil environment and the criterion of compressible thickness
        • 2.2. Criterion for the undrained nature of soil action
      • 3. Results and Discussion
        • 3.1. Example of Settlement Calculation using Undrained Strength Parameters
        • 3.2. Discussion of Research Results
      • 4. Conclusion
  • 04
    • Lightweight concrete containing recycled aggregates
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Materials
        • 2.2. Methods
      • 3. Results and Discussion
        • 3.1. Scanning Electron Microscope Images of Construction Waste
        • 3.2. Compressive Strength
        • 3.3. Microstructure Study
        • 3.4. Shrinkage and Expansion Deformations
        • 3.5. Cement Hydration in Concrete Mixes using Different Types of Aggregates
        • 3.6. Abrasion Resistance
      • 4. Conclusions
  • 05
    • Numerical prediction of crack formation in historic masonry buildings
      • 1. Introduction
      • 2. Methods
        • 2.1. Constructive Design of the Workshop Building
        • 2.2. Jointed Masonry Model
        • 2.3. Getting Input Model Parameters according to the Results of Laboratory Tests
        • 2.4. Creating numerical model for verification
      • 3. Results and Discussion
        • 3.1. Laboratory Tests Results
        • 3.2. Summurised Input Parameters for JMM and Numerical Simulation
        • 3.3. Numerical Simulation Results and Comprasion with Survey Data
      • 4. Conclusions
  • 06
    • Fire flame effect on some properties of hybrid fiber reinforced LECA lightweight self-compacting concrete
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. Materials
        • 2.2. Mixture Proportion
        • 2.3. Mixing Procedure
        • 2.4. Burning and Cooling
      • 3. Results and Discussion
        • 3.1. Fresh Properties Results
        • 3.2. Hardened Properties Results
      • 4. Conclusion
  • 07
    • Suitability of earthen materials for rammed earth in arid region
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. Materials
        • 2.2. Mixtures and Experimental Procedures
      • 3. Results and Discussion
        • 3.1. Compaction Characteristics
        • 3.2. Moisture Equalization
        • 3.3. Soil Suction
        • 3.4. Mechanical Behavior
        • 3.5. Effect of the Relative Humidity Variation
        • 3.6. Moisture Buffering
        • 3.7. Thermal conductivity
        • 3.8. Microstructural Characteristics
        • 3.9. Effect of Fine Content on the Earthen Material Behavior
      • 4. Conclusions
  • 08
    • Influence of silica fume addition on enhancing the autoclaved aerated concrete properties
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. Material Properties for the AAC Mix Design
        • 2.2. Preparation of Samples
        • 2.3. Mechanical and Physical Tests
        • 2.4. Mix design
        • 2.5. Optical microscope observations
      • 3. Results and Discussion
        • 3.1. Compressive Strength
        • 3.2. Tensile Strength
        • 3.3. Flexural Strength
        • 3.4. Bulk Density
        • 3.5. Porosity Measurement
        • 3.6. Coefficient of Water Absorption
        • 3.7. Microstructural analysis
      • 4. Conclusion
  • 09
    • Structure of clay minerals of road soil-cement during complex modification
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 10
    • Providing free vibrations and stability of a multi-span beam under temperature changes by selecting the support system
      • 1. Introduction
      • 2. Methods
        • 2.1. Structural Design Approach
        • 2.2. Normalization of Support Coefficients
        • 2.3. Single Criterion for the Structural Design Approach
        • 2.4. Algorithm for a Reasonable Selection of Support System for a Beam
      • 3. Results and Discussions
        • 3.1. Analytical Solution by the Developed Method
        • 3.2. Numerical Solution of the Problem
      • 4. Conclusions
    • References
  • title_оборот_сжатый

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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