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Special Issue on Selected papers presented at the 2024 Annual Conference of Canadian Society for Civil Engineering (CSCE) - Part II
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Special Issue on Selected papers presented at the 2024 Annual Conference of Canadian Society for Civil Engineering (CSCE) - Part II

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On-the-fly reduced-order modeling for vibration analysis of three-dimensional finite element-based rotating systems
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On-the-fly reduced-order modeling for vibration analysis of three-dimensional finite element-based rotating systems

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Damage mechanism and failure chain of CRTS III slab ballastless track high-speed railway bridges under earthquake excitation
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Damage mechanism and failure chain of CRTS III slab ballastless track high-speed railway bridges under earthquake excitation

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Performance optimization of Water-Cooled Slag-Metakaolin Geopolymer Composites with polypropylene Fiber Reinforcement

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Numerical simulation of the crack propagation behavior in 3D elastic body
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Numerical simulation of the crack propagation behavior in 3D elastic body

by Takeo Taniguchi + 2 others
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Stress intensity factors for 3-D axisymmetric bodies containing cracks by p-version of F.E.M.
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Stress intensity factors for 3-D axisymmetric bodies containing cracks by p-version of F.E.M.

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Motion of rigid unsymmetric bodies and coefficient of friction by earthquake excitations
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Motion of rigid unsymmetric bodies and coefficient of friction by earthquake excitations

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Analysis and tests of  flexibly connected thin-walled channel frames
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Analysis and tests of flexibly connected thin-walled channel frames

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Direct Ritz method for random seismic response for non-uniform beams
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Direct Ritz method for random seismic response for non-uniform beams

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On the numerical assessment of the separation zones in semirigid column base plate connections
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On the numerical assessment of the separation zones in semirigid column base plate connections

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Vector algorithm for reinforced concrete shell element stiffness matrix
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Vector algorithm for reinforced concrete shell element stiffness matrix

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Failure mechanisms of a rigid-perfectly plastic cantilever with elastic deformation at its root subjected to tip pulse loading
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Failure mechanisms of a rigid-perfectly plastic cantilever with elastic deformation at its root subjected to tip pulse loading

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Seismic behavior of fuel assembly for pressurized water reactor
Engineering
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Seismic behavior of fuel assembly for pressurized water reactor

by Myung J. Jhung and Won G. Hwang
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An efficient finite element modeling of dynamic crack propagation using a moving node element
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An efficient finite element modeling of dynamic crack propagation using a moving node element

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Spline function solution for the ultimate strength of member structures
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Spline function solution for the ultimate strength of member structures

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Toward an accurate effective flange width of composite beams
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Toward an accurate effective flange width of composite beams

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Effects of modelling on the earthquake response of asymmetrical multistory buildings
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Effects of modelling on the earthquake response of asymmetrical multistory buildings

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Unified theory of reinforced concrete-A summary
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Unified theory of reinforced concrete-A summary

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An efficient four node degenerated shell element based on the assumed covariant strain
Engineering
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An efficient four node degenerated shell element based on the assumed covariant strain

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A concrete plasticity model with elliptic failure surface and independent hardening/softening
Engineering
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A concrete plasticity model with elliptic failure surface and independent hardening/softening

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Axisymmentric analysis of multi-layered transversely isotropic elastic media with general interlayer and support conditions
Engineering
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Axisymmentric analysis of multi-layered transversely isotropic elastic media with general interlayer and support conditions

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Analysis of dry friction hysteresis in a cable under uniform bending
Engineering
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Analysis of dry friction hysteresis in a cable under uniform bending

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Inelastic response of multistory buildings under earthquake excitation
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Inelastic response of multistory buildings under earthquake excitation

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Modelling the dynamic response of railway track to wheel/rail impact loading
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Modelling the dynamic response of railway track to wheel/rail impact loading

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