Structural Simulation

Projects

A selection of computational modeling work exploring structural dynamics and numerical simulation — the same kind of analysis I apply to civil engineering problems.

Spherical Pendulum — Swing Plane Precession

A numerical simulation of a spherical pendulum, tracking its polar angle (theta) and azimuthal angle (phi) as the bob swings freely in three dimensions. Unlike a simple pendulum confined to a single plane, this system's swing plane gradually rotates (precesses) over time — a classic example of nonlinear dynamics.

This kind of simulation is a small-scale version of the same computational approach behind structural dynamics analysis: describing motion with differential equations, solving them numerically, and visualizing the result to build physical intuition before applying the same ideas to larger structural systems.

Articles

Academic papers I've authored or co-authored, available to download in full.

Linear Dynamic Stability of a Three-Story Shear Building Under Thermally Induced Axial Compression

Paulo Victor Sales, Arthur Rocha Lemos, Wesley de Lima Santos · CILAMCE 2026

Investigates how restrained thermal expansion — and the resulting axial compression — destabilizes a reduced three-story shear-building model. Stability is evaluated through the positive definiteness of an effective lateral stiffness matrix, identifying the critical temperature rise at which the structure's first natural frequency vanishes.

Download PDF (3.2 MB)

Parametric Instability of a Vertical Riser under Harmonic Top Motion: Floquet Analysis and Added-Mass Sensitivity

Paulo Victor Sales de Souza · PEF 6000, Special Topics in Structural Dynamics

A reduced-order stability analysis of a submerged flexible cylinder (marine riser) subjected to harmonic top motion, using a Mathieu–Floquet modal formulation. Reproduces the dominant 2:1 parametric resonance observed experimentally and maps how uncertainty in hydrodynamic added mass affects the predicted stability boundaries.

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Analytical, One-Dimensional, and Axisymmetric Finite Element Modeling of Steel-Fiber Pullout

Paulo Victor Sales de Souza, Eduardo Carneiro Daniel · Escola Politécnica, USP

Compares three models of increasing complexity — a closed-form shear-lag benchmark, a custom one-dimensional finite element formulation, and a two-dimensional axisymmetric Abaqus model — for the pullout of a steel fiber from a cementitious matrix, with a focus on code verification and mesh convergence.

Download PDF (690 KB)