Details

Title: Magazine of Civil Engineering. — № 5 (97)
Organization: Санкт-Петербургский политехнический университет Петра Великого
Imprint: Санкт-Петербург: СПбПУ, 2020
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\66039

Allowed Actions: Read Download (16.2 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

  • title97
  • реклама1
  • index
    • E-mail: mce@spbstu.ru
    • Web: http://www.engstroy.spbstu.ru
    • Contents
  • 01
    • Stress-strain state of bending reinforced beams with cracks
      • 1. Introduction
      • 2. Methods
        • 2.1. Determining pre-stresses
        • 2.2. Determining the ultimate moment of crack formation
        • 2.3. Designing the stress state of a section with a crack
      • 3. Results and Discussion
      • 4. Conclusion
  • 02
    • 1. Introduction
    • 2. Methods
    • 3. Results and Discussion
    • 4. Conclusion
  • 03
    • 1. Introduction
    • 2. Methods
    • 3. Results and Discussion
    • 4. Conclusion
  • 04
    • 1. Introduction
    • 2. Methods
    • 3. Results and Discussion
    • 4. Conclusion
    • 5. Acknowledgments
  • 05
    • 1. Introduction
    • 2. Methods
      • 2.1. Problem statement
      • 2.2. Algorithm for calculating stress-strain state of a truss during multiple pre-stresses
      • 2.3. Optimum search procedure
    • 3. Results and Discussion
    • 4. Conclusions
    • 5. Acknowledgement
  • 06
    • Stress-strain state of the precast monolithic bent element
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 07
    • Seismic behavior of end walls in RC tall buildings with torsional irregularity
      • 1. Introduction
      • 2. Methods
        • 2.1. Mathematical Formulation
        • 2.2. Specifications of structures and materials
      • 3. Results and Discussion
      • 4. Conclusions
  • 08
    • Behavior of CFRP strengthened columns damaged by thermal shock
      • 1. Introduction
      • 2. Methods
        • 2.1. Experimental work review
        • 2.2. Description of non-linear finite element analysis (NLFEA)
        • 2.3. Investigated Parameters
        • 2.4. Validation Process
      • 3. Results and Discussion
        • 3.1. Failure Mode
        • 3.2. Loading behavior stages
        • 3.3. Effect of the number of transverse CFRP layers
        • 3.4. Dilation properties
        • 3.5. Column ductility
        • 3.6. Amount of CFRP for sufficient confinement and ductility
        • 3.7. Confinement effectiveness
      • 4. Conclusions
  • 09
    • Stress-strain state of fiber cement cladding within curtain wall system
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Experimental study of FCBs within curtain wall system
        • 2.2. Numerical modeling of FCBs within curtain wall system
      • 3. Results and Discussion
        • 3.1. Results of experimental study of FCBs within curtain wall system
        • 3.2. Results of numerical modeling of FCBs within curtain wall system
        • 3.3. Verification of the cladding in terms of ULS
        • 3.4. Verification of the cladding in terms of SLS
        • 3.5. Analysis and Discussion
      • 4. Conclusions
      • 5. Acknowledgement
  • 10
    • The effect of the air duct tightness on the stability of the indoor air parameters
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Acknowledgment
  • 11
    • Assessment of the tornado impact on the Chernobyl new safe confinement
      • 1. Introduction
      • 2. Methods
        • 2.1. Expected tornado class
        • 2.2. Confinement load
      • 3. Results and Discussion
        • 3.1. Loading variants
        • 3.2. Durability check
        • 3.3. Loosing contact with foundations
      • 4. Conclusion
  • 12
    • Clinkerless slag-silica binder: hydration process and hardening kinetics (part 2)
      • 1. Introduction
      • 2. Methods0F
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Acknowledgement
  • реклама2
  • оборот

Contains

Usage statistics

stat Access count: 93
Last 30 days: 6
Detailed usage statistics