The 2023 Storm Daniel exposed the vulnerability of the Thessaly region to extreme, multi-day rainfall events, causing severe flooding across the Pineios river basin and highlighting the need for an integrated floodmitigation strategy in eastern Thessaly. Within this region, the Gyrtoni weir and lake Karla form a natural pair for such a strategy: the weir controls the water level of the Pineios river downstream of Larissa, while lake Karla; a restored, endorheic reservoir at the terminus of a closed sub-basin, is systematically identified in the literature as a central element of any regional flood-management scheme. No systematic assessment, however, has yet examined whether a diversion from the Gyrtoni weir to lake Karla could function effectively as a flood-mitigation measure, nor has a preliminary design of such a diversion channel been proposed.
This thesis investigates the Gyrtoni–Karla diversion system as an integrated flood-mitigation measure. A twodimensional hydraulic model of the system is developed in HEC-RAS, encompassing the Pineios river reach around Gyrtoni, the weir and its complementary hydraulic works, the proposed diversion corridor, lake Karla and its outlet tunnel, and the surrounding floodplain. Design inflow hydrographs are constructed with the GR4J rainfall–runoff model, accounting for climate change and for the completion of the Acheloos river diversion.
The model is validated against the observed flood extent of Storm Daniel and against the official T = 100 flood-inundation maps of the Thessaly Water District.
Three cumulative levels of intervention are then evaluated against a baseline scenario: (i) the expansion of the lake Karla boundary to increase the effective storage capacity of the reservoir; (ii) the preliminary design of a gravity-fed diversion channel between the Gyrtoni weir and lake Karla, including the selection of the diversion discharge, the alternative routes and the cross-section design; and (iii) the enhancement of the Pineios embankments downstream of Gyrtoni. Each intervention is assessed in terms of flood inundation extent, water-level dynamics, conveyance behavior and the storage response of lake Karla. The results indicate that the Gyrtoni weir, without any operational adjustment of its gates, is capable of generating sufficient upstream head to drive flow towards lake Karla under extreme discharge conditions; that a gravity-fed diversion channel of the proposed geometry can safely convey the selected design discharge; and that lake Karla, in combination with a moderate boundary expansion, provides enough storage to absorb the diverted floodwaters without overtopping. The cumulative implementation of the three interventions substantially reduces the flood inundation extent in eastern Thessaly under the design conditions considered, demonstrating the feasibility of an integrated Gyrtoni–Karla flood-mitigation scheme and providing a starting point for its detailed engineering design. ... Read more

Advancements in structural engineering increasingly lead to more slender and architecturally challenging footbridge designs, characterized by reduced height-to-span ratios and lower self-weight. These designs, often serving as landmarks with aesthetic and functional purposes, are becoming more susceptible to human-induced vibrations. The increased live-to-dead load ratio and reduced eigenfrequencies increase the risk of resonance when pedestrian step frequencies align with the structure’s natural frequencies. This resonance amplifies deck accelerations, compromising pedestrian comfort and freedom of movement. Synchronization effects are at risk of further intensifying amplification and obstructing movement. No studies have demonstrated that human-induced vibrations cause structural failure in the ultimate limit state (ULS); rather, they primarily affect user comfort in the serviceability limit state (SLS).

Over the past three decades, substantial research has focused on understanding and mitigating humaninduced vibrations in footbridges. The temporary closures of iconic structures such as the Passerelle Solférino in Paris (1999) and the London Millennium Bridge (2000) have potentially accelerated findings and highlighted the significant challenges posed by pedestrian-structure interaction. In particular, a focus is drawn to the lateral lock-in phenomenon, which resulted in excessive lateral vibrations and discomfort. Lateral lock-in and other human-induced incidents resulted in extensive testing, leading to the development of new guidelines and advancing the study of lightweight footbridges across Europe through both in-situ testing and numerical simulations. However, the literature reveals a considerable variation in assessment methods and verification techniques, which complicates the accurate evaluation of a footbridge’s dynamic behaviour by structural engineers. Nevertheless, a consensus is reached in the literature that design situations must be carefully considered in every footbridge design. Pedestrian comfort and dynamic response are crucial design factors, requiring a thorough understanding of expected traffic patterns and the structure’s dynamic behaviour. Design situations encompass a range of conditions, such as daily pedestrian use or special events, to establish realistic performance limits under ranging circumstances. Studies show that higher pedestrian density leads to reduced walking speeds and restricted movement, which in turn influences the dynamic loads on the structure. Comfort is assessed through acceleration measurements during loading, with predefined ranges to categorize acceptable performance levels. These evaluations stress the importance of a comprehensive analysis of dynamic effects, rather than relying on a single limit criterion.

To mitigate the issues observed in the aforementioned bridge designs, external control devices are applied to offer additional damping and reduce vibrations to acceptable levels. These control devices are applied after footbridge construction, enabling thorough testing of the bridge to determine the structure’s dynamic properties and ensuring the damping system is optimized and properly tuned. External damping has various forms applied in civil engineering structures. Most notably there are three categories to be distinguished, namely: tuned mass/liquid, viscoelastic and viscous fluid dampers. Tuned mass dampers (TMDs) are most commonly used due to their ease of application, allowing for effective control of vibrations post-installation. By tuning the TMD’s eigenfrequency to match the primary structure’s critical natural frequency, energy dissipation is achieved through the mass of the damper and its motion relative to the structure to which it is attached. TMD design is highly effective in controlling the target frequency. However, it should be noted that this localized damping primarily addresses the response of a single frequency, rather than the total response of the structure. If eigenfrequencies are closely spaced, a shift in frequency could lead to a new resonant response in the overall structure, as damping the initially critical mode may consequently amplify nearby modes.

These imposed challenges raise the question if reducing excessive human-induced vibrations within footbridge design can be achieved through other means. A promising method regards the geometric modification of the structural design, providing a change of dynamic characteristics and reducing resonance effects. Modern-day advancements enable engineers to perform more complex problem solving, namely through computational power by utilising optimisation techniques which require many iterations. An optimisation is characterised by its objective function, constraints, design variables and requirements it should satisfy. Evolutionary algorithms, such as genetic behaviour from groups observed by animals in nature provide effective results for optimisation.

To provide context to such an optimisation algorithm, a case study is presented, showcasing how the concept can be utilised. The optimization primarily targets reducing the structure’s mass as an objective, improving cost and sustainability while influencing dynamic performance. Minimizing accelerations is likewise pursued to evaluate the extent of reduction possible and identify the most influential geometric parameters. The structure must meet ultimate limit state requirements in the optimized design to ensure feasibility. Data from the original design, including FEM models, analysis reports, and TMD specifications, informs the optimization process. A parametric model is developed to support geometric optimization. Key design variables, objectives and constraints are carefully selected to maximize the effectiveness of the optimization and achieve a design that either mitigates or eliminates the need for external damping devices.

When footbridge design deviates significantly from conventional girder bridge design will the effectiveness of assessment methods drop, requiring more extensive analysis to address dynamic behaviour. The presented case study shows the closest adherence to measured results via direct time integration, being most costly in time whilst requiring a substantial level of engineering judgment. Furthermore, does the correct assessment of damping in footbridge design play a major role, showing agreement with the proposed mean damping values addressed in the literature.

Optimisation to exclude the need for external damping devices through evolutionary algorithms by conducting a geometric parameter study is a feasible approach. However, it requires a deep understanding of the structural behaviour of footbridges and a robust parametric model capable of performing both static and dynamic analyses to account for geometric changes. In the case study, significant improvements were achieved through this optimization process, resulting in a new design that eliminates the need for TMDs.
... Read more

This research contributes to a novel non-contact installation method for offshore wind turbines, utilizing electromagnetism for positional control. Floating wind installation requires efficient control methods for payload positioning. Current methods use tuggerlines that are physically attached and work through tensile attractive forces. In contrast, electromagnetic control offers a non-contact solution and allows for control through both attractive and repulsive forces. This research explores the applicability of multiple data-driven control algorithms on a magnetically controlled pendulum system. These algorithms are evaluated for both positional control and motion attenuation under pivot-point excitation, using simulations of a numerical model of the electromagnetic pendulum. The model-free control algorithms considered in this study assumed that changes in the system’s state are solely due to the control output. These methods aimed to optimize the control output based on either the state error or estimates of the state gradient with respect to the control output. However, this assumption was found to be valid only for systems dominated by the control response with limited dynamic behaviour over time, which was not the case for the electromagnetic pendulum system.

The study culminates in the development of a controller based on the online estimation of the magnetic interaction force. This controller, named Proportional-Derivative Force estimating neural network controller (PD-FeNN), is a neural-network based state-dependent PD-controller. The neural network is trained during an operational learning phase on estimations of the magnetic interaction force, which are derived using the model of a linear undamped pendulum. By incorporating the neural network, this approach eliminates the requirement of the previous state-of-the-art controller to manual model the magnetic interaction force based on experimental data. The PD-FeNN controller is tested on both numerical and physical models of the electromagnetically controlled pendulum. The results demonstrate efficient control across a wide range of excitation frequencies and amplitudes for both motion attenuation and positional control. As a successor to the modified PD controller, the PD-FeNN controller improves upon its predecessor by enabling positional control without requiring a model of the magnetic interaction. This advancement enhances the applicability of non-contact motion control for payloads in the offshore wind industry.
... Read more