Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 : CSCE21 structures track. Volume 2

Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 : Volume 2 / CSCE21 structures track. edited by Scott Walbridge [and six others].

This book comprises the proceedings of the Annual Conference of the Canadian Society of Civil Engineering 2021. The contents of this volume focus on specialty conferences in construction, environmental, hydrotechnical, materials, structures, transportation engineering, etc. This volume will prove a...

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Bibliographic Details
Corporate Author: Canadian Society for Civil Engineering. Annual Conference
Other Authors: Walbridge, Scott, 1973-, Nik-Bakht, Mazdak, Ng, Kelvin Tsun Wai, Shome, Manas, Alam, M. Shahria, el Damatty, Ashraf, Lovegrove, G. R.
Format: eBook
Language:English
Published: Singapore : Springer, 2022.
Series:Lecture notes in civil engineering ; v. 244.
Subjects:
Structural engineering > Congresses.
Structural engineering
proceedings (reports)
Conference papers and proceedings
Conference papers and proceedings.
Actes de congrès.
Online Access:Click for online access
Table of Contents:
  • Intro
  • Contents
  • About the Editors
  • Soil Structure Interaction (SSI) Analysis of Shear Wall Buildings with a Below-Ground Parkade
  • 1 Introduction
  • 2 Building Founded on Rock
  • 2.1 Analytical Model
  • 2.2 Validation of OPENSEES Model
  • 2.3 Parametric Study
  • 2.4 Analysis of Results
  • 3 Building Founded on Soil Overlying Rock
  • 3.1 Analytical Model
  • 3.2 Parametric Study
  • 3.3 Analysis of Results
  • 4 Conclusions
  • References
  • Probabilistic Analysis of Brittle Fracture Design Code Provisions for Steel Bridges
  • 1 Introduction
  • 2 Literature Review on Eurocode Methods
  • 2.1 Eurocode Fracture Mechanics: K-factor Based Method
  • 3 Probabilistic Analysis
  • 3.1 Target Reliability Index (Beta) and Probability of Failure
  • 3.2 Distribution Types and Statistical Parameters
  • 3.3 Results: Base Case Analysis
  • 3.4 Results: Variation of Crack Size
  • 3.5 Results: Variation of Load
  • 3.6 Results: Variation of Plate Thickness
  • 4 Conclusions and Future Work
  • References
  • Geocell-Reinforced Lateral Support for Anchoring Structural Foundations
  • 1 Introduction
  • 2 Methodology
  • 3 Modeling Elastic Soil Stiffness
  • 4 CASE 1
  • Light Anchoring Rods
  • 4.1 Fence description
  • 4.2 Soil Stratum
  • 4.3 Results
  • 5 CASE 2
  • Pile with Pile Cap
  • 5.1 Soil Stratum
  • 5.2 Results
  • 6 Conclusion
  • References
  • Analysis of Full-Scale Plate-Based Tensegrity Structure Using Dynamic Relaxation
  • 1 Introduction
  • 2 Analytical Study
  • 2.1 Plate Tensegrity Structure
  • 2.2 Simulated Tensegrity Structure Using Dynamic Relaxation
  • 3 Results
  • 4 Discussion
  • 4.1 Simulation Results
  • 4.2 Preliminary Joint Design
  • 5 Conclusions and Future Work
  • References
  • Numerical Study of Standard and Extended Shear Tab Connections in Steel I-Beam
  • 1 Introduction
  • 2 Selected Previous Research on Shear Tab Connections
  • 3 Non Linear Finite Element Modeling of Shear Tabs
  • 3.1 Selection of Element
  • 3.2 Material Properties
  • 3.3 Contact Properties
  • 3.4 Boundary Condition
  • 3.5 Analysis Type
  • 3.6 Load Application
  • 3.7 Geometric Imperfection
  • 3.8 Residual Stress
  • 4 Model Validation
  • 4.1 Details of the Validated Specimens
  • 4.2 Validation of the Finite Element Model
  • 5 Parametric Study on Shear Tab Connection
  • 5.1 Parametric Test Details
  • 5.2 Variation of Shear Force with Shear Tab Length
  • 5.3 Variation of Twist with the Shear Tab Length
  • 5.4 Connection Shear Force-Shear Displacement Curves
  • 6 Conclusions
  • References
  • Behavior of Steel I-Beams Reinforced While Under Load
  • 1 Introduction
  • 2 Finite Element Analysis of Reinforced Steel I-Beams
  • 2.1 Development of Finite Element Model
  • 2.2 Validation of Finite Element Model
  • 3 Parametric Studies
  • 3.1 Effect of Preload Magnitude
  • 3.2 Effect of Initial Residual Stress
  • 3.3 Effect of Welding Residual Stress
  • 3.4 Effect of Difference in Steel Grade Between I-Beam and Cover Plate (Hybrid Material)
  • 4 Conclusion

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