图书简介
This book comprises the proceedings of the Annual Conference of the Canadian Society of Civil Engineering 2022. The contents of this volume focus on specialty conferences in construction, environmental, hydrotechnical, materials, structures, transportation engineering, etc. This volume will prove a valuable resource for those in academia and industry.
Chapter 1. Experimental evaluation on nail-laminated timber (NLT) – steel fibre reinforced concrete composite beams with notch connections.- Chapter 2. Assessment of the lateral bearing capacity of traditional walls made of timber planks.- Chapter 3. Validation of proposed analytical model and design procedures for multi-panel CLT shearwalls through experimental investigation.- Chapter 4. Parametric Study of Slender Shear Walls Reinforced with Shape Memory Alloy Bars.- Chapter 5. Effect of Low Cycle Fatigue on The Seismic Vulnerability of Aluminium and Steel Domes.- Chapter 6. Image-Based Microstructural Finite Element Model of Concrete Subjected to Freeze-Thaw Cycles.- Chapter 7. Finite Element Modeling of Fiber Reinforced Polymer Composite Tubes Filled with Concrete.- Chapter 8. The Interfacial Bond Stresses in Concrete Filled FRP Tubes.- Chapter 9. Development and Assessment of a Mechanical Strengthening System for Post-Tensioned Concrete Bridge Cantilever Wings Using Prestressed CFRP Rods.- Chapter 10. Ultimate Drift Capacity of Flexure-Dominant Reinforced Concrete Masonry Shear Wall.- Chapter 11. Stress-Strain Behaviour of Boundary Elements In reinforced Block Masonry Shear Walls Under Uniaxial Compression.- Chapter 12. Experimental Testing of Partially Grouted Masonry Shear Walls with Different Horizontal Reinforcement Types.- Chapter 13. A New Methodology to Predict Cumulative Plastic Ductility Capacity of Steel Buckling-Restrained Braces.- Chapter 14. Reliability Based Optimal Design of Magnetic Negative Stiffness Damper Based Inerter for Efficient Energy Harvesting.- Chapter 15. Aerodynamic Mitigation of Low-rise Building with Complex Roof Geometry. etc.
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