?

Details
Table Card RUSMARC
Title: Magazine of Civil Engineering. — № 3 (111)
Organization: Санкт-Петербургский политехнический университет Петра Великого
Imprint: Санкт-Петербург: СПбПУ, 2022
Collection: Общая коллекция
Subjects: Строительство; Сопротивление материалов; Строительная механика; Строительные материалы
UDC: 624.04(051); 69(051); 539.3/.6(051)
Document type: Other
File type: PDF
Language: English
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\68920

Allowed Actions: Read Download (12.9 Mb)

Group: Anonymous

Network: Internet

Document access rights

Network User group Action
ILC SPbPU Local Network All Read Print Download
-> Internet All Read Print Download

Table of Contents

  • title111
  • index
    • Contents
  • 01
    • Limit states design theory based on critical energy levels criterion in force method form
      • 1. Introduction
      • 2. Methods
        • 2.1. Backgrounds of the method
        • 2.2. The loss of the bearing capacity as the removal of linkages
        • 2.3. Self-stressing state of the structure
        • 2.4. Critical strain levels in form the force method
      • 3. Results and Discussion
        • 3.1. Example of calculating a redundant construction
      • 4. Conclusion
  • 02
    • High-strength steel effects on the behavior of special shear walls
      • 1. Introduction
      • 2. Methods
        • 2.1. Concrete Damage Plasticity (CDP)
        • 2.2. Finite Element Analysis
        • 2.3. Mesh Configuration
        • 2.4. Detail of Specimens
      • 3. Results and Discussion
        • 3.1. Load-Displacement Diagrams
        • 3.2. Base Shear
        • 3.3. Ultimate Moment
      • 4. Conclusion
  • 03
    • Detection and prediction of weak points of a frozen wall based on grey theory
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Monitoring method and theoretical basis of frozen wall condition
        • 2.2. Principle of grey correlation analysis of longitudinal temperature measurement data
        • 2.3. Example calculation
      • 3. Results and Discussions
        • 3.1. Results
        • 3.2. Discussions
      • 4. Conclusion
  • 04
    • The clay rocks properties for the production of the ceramic bricks
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Clay Rocks Properties
        • 2.1.1. Sampling
        • 2.1.2 Macroscopic Description
        • 2.1.3 Chemical Composition
        • 2.1.4 Moisture Content
        • 2.1.5 Granular Distribution of Clay Raw Materials
        • 2.1.6 Clay Moisture and Cohesion
        • 2.1.7 The Plasticity of Clay Raw Materials
        • 2.1.8 The Cohesion of Clay Raw Materials
        • 2.2. Clay Drying Properties
        • 2.2.1 Air Shrinkage
        • 2.2.2 Drying Sensitivity of Clay
        • 2.3. Clay Firing Properties
      • 3. Results and Discussions
        • 3.1. Macroscopic Results
        • 3.2. Compared with Ukraine DSTU BV Standard
        • 3.3. Electrochemical Interactions
      • 4. Conclusion
  • 05
    • Flexural behavior of partially composite concrete-encased steel tubular beams
      • 1. Introduction
      • 2. Methods
        • 2.1. Test Specimens and Plan
        • 2.2. Material Properties
        • 2.3. Test Setup
      • 3. Results and Discussion
        • 3.1. Advantage of Studied Composite Beams
        • 3.2. Effect of Steel Mesh on Strength and Ductility
        • 3.3. Effect of Steel Mesh on Failure Mode
        • 3.4. Comparison to other Research
      • 4. Conclusion
  • 06
    • Behavior of heat damaged reinforced recycled aggregate concrete beams repaired with NSM-CFRP strips
      • 1. Introduction
      • 2. Methods
        • 2.1. Material properties
        • 2.2. Concrete production
        • 2.3. Specimens and beam fabrication
        • 2.4. Thermal treatment
        • 2.5. Applying the NSM-CFRP strips
        • 2.6. Bonding NSM-CFRP strips
        • 2.7. Test setup
      • 3. Results and Discussion
        • 3.1. Load deflection stages
        • 3.2. Summery of the mechanical properties of beams
        • 3.3. Effect of using NSM-CFRP strips on the load-deflection response of heat-damaged beams
        • 3.4. Effect of RAC percentage on the load-deflection response
        • 3.5. Effect of different strengthening/repairing configurations
        • 3.6. Strain Development in NSM-CFRP Strips and Bond Slippage
        • 3.7. Failure modes
        • 3.8. Comparison with related work in the literature
      • 4. Conclusions
      • 5. Acknowledgement
  • 07
    • Regularities of rapid filter backwash water clarification in reagent-free mode
      • 1. Introduction
      • 2. Methods
        • 2.1. Research objects
        • 2.2. Description of flocculation process
        • 2.3. Studies on the sedimentation treatment of wash water
      • 3. Results and Discussion
      • 4. Conclusion
  • 08
    • Performance improvement model of cement pavement in seasonal-frost regions
      • 1. Introduction
      • 2. Methods
        • 2.1. Screening of maintenance measures
        • 2.2. Model parameters
        • 2.3. Model establishment
        • 2.4. Analysis of the applicable conditions of the model
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Acknowledgements
  • 09
    • Effect of subsoil moisture on filtration through a screen defect
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 10
    • Removal of heavy metals from wastewater with natural and modified sorbents
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 11
    • Structural health monitoring by merging dynamic response data
      • 1. Introduction
      • 2. Research methods
      • 3. Results and Discussion
      • 4. Conclusion
      • 5. Acknowledgement
  • 12
    • Mooring system optimization for marine floating hydrotechnical structures
      • 1. Introduction
    • 1.1. Problems of mooring systems design and floating structures positioning
    • 1.2. Mooring systems design experience
    • 1.3. Problem definition
      • 2. Methods
        • 2.1. Formulating of the criterion for the mooring system optimization in survival mode
        • 2.2. Solution procedure
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Acknowledgements
  • 13
    • Production of Portland cement using fluorine gypsum – hydrofluoric acid waste
      • 1. Introduction
      • 2. Material and Methods
      • 3. Results and Discussion
        • 3.1. The use of fluorogypsum as a set-controlling admixture for the clinker milling
      • 4. Conclusions
  • 14
    • Analytical estimation of the first natural frequency and analysis of a planar regular truss oscillation spectrum
      • 1. Introduction
      • 2. Methods
        • 2.1. Calculation of forces. Kinematic analysis
        • 2.2. First frequency. The analytical solution according to the Dunkerley’s method
      • 3. Results and Discussion
        • 3.1. Numerical calculation of the spectrum of natural frequencies
        • 3.2. Natural frequency spectrum
      • 4. Conclusion
      • 5. Acknowledgments
  • 15
    • 3D-printable artificial marble
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
        • 3.1. Rheological behaviour
        • 3.2. Properties of 3D-printable artificial marble
      • 4. Conclusion
      • 5. Acknowledgments
  • title_оборот_сжатый

Included in

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

Contains

Usage statistics

stat Access count: 164
Last 30 days: 3
Detailed usage statistics