Structural analysis is conducted by the displacement method for evaluation of the stress-strain state induced by static loads. The analysis is conducted by the modal analysis and acceleration response spectrum method for the evaluation of the stress-strain state induced by dynamic loads (including seismic loads).
Structural analysis is carried out using the finite element method. The above method is based on the schematization of the structure into elements connected only at a set number of points called nodes. The nodes are defined by the three Cartesian coordinates in a global reference system. The unknowns of the problem (within the displacement method) are the displacement components of the nodes referred to the global reference system (translations according to X, Y, Z, rotations around X, Y, Z). The solution of the problem is obtained by a system of linear algebraic equations whose known terms consist of the loads acting on the structure appropriately concentrated at the nodes.
Abstract Structural analysis is conducted by the displacement method for evaluation of the stress-strain state induced by static loads. The analysis is conducted by the modal analysis [...]
Earthquakes pose a significant threat to dams and other reservoir structures. Beyond the ground shaking itself, the dynamic interaction between the earthquake ground motion and the water in the reservoir creates a phenomenon known as hydrodynamic pressure. This pressure can significantly exceed the static hydrostatic pressure that the dam is typically designed to withstand. Understanding and accurately predicting hydrodynamic pressure is crucial for ensuring the safety and stability of dams during seismic events. This paper provides an excursus on the literature present on this topic and delves into the formulation included in the Ministerial Decree of 1982 developing in detailed calculation steps and thus determining in closed form the resultant of the pressures and its point of application.
Abstract Earthquakes pose a significant threat to dams and other reservoir structures. Beyond the ground shaking itself, the dynamic interaction between the earthquake ground motion [...]
Earthquakes pose a significant threat to dams and other reservoir structures. Beyond the ground shaking itself, the dynamic interaction between the earthquake ground motion and the water in the reservoir creates a phenomenon known as hydrodynamic pressure. This pressure can significantly exceed the static hydrostatic pressure that the dam is typically designed to withstand. Understanding and accurately predicting hydrodynamic pressure is crucial for ensuring the safety and stability of dams during seismic events. This paper provides an excursus on the literature present on this topic and delves into the formulation included in the Ministerial Decree. 198 2 developing in detailed calculation steps and thus determining in closed form the resultant of the pressures and its point of application.
Abstract Earthquakes pose a significant threat to dams and other reservoir structures. Beyond the ground shaking itself, the dynamic interaction between the earthquake ground motion [...]
In this Document, the situation of a Company, fictitiously named “Hydrogen” and operating in the
hydroelectric production sector, is represented.
The following paragraphs describe the strategic peculiarities in terms of company needs and of an
employee, representing his development situation in the context of insertion and with reference to
the inter and intra company strategies undertaken.
Paragraph 5.1 represents the organizational and strategic situation of the identified company,
identifying the objectives and needs of the people involved in the formulation of the corporate
strategy, using an analytical model for evaluating the priorities of each function or unit of the company
itself.
Paragraph 5.2 ,then, analyzes the development plan of a sample employee taking as a reference for
the advancement of skills in terms of emotional intelligence in reaching the executive level.
In Paragraph 5.3, a review of the development plan is carried out based on the strategic needs of
the identified company, also taking into account the achievement of part of the objectives and the
introduction of other reference parameters.
Finally, in Paragraph 5.4, the methods for developing company resources are identified using intercompany
collaboration tools that promote horizontal and vertical development of the resources and
processes themselves, as well as adequate professional development of the resources involved.
Abstract In this Document, the situation of a Company, fictitiously named “Hydrogen” and operating in the
hydroelectric production sector, is represented.
The following [...]
Collection of Engineering Science and Technology (2024).
Abstract
In this Document, the situation of a Company, fictitiously named “Hydrogen” and operating in the
hydroelectric production sector, is represented.
The following paragraphs describe the strategic peculiarities in terms of company needs and of an
employee, representing his development situation in the context of insertion and with reference to
the inter and intra company strategies undertaken.
Paragraph 5.1 represents the organizational and strategic situation of the identified company,
identifying the objectives and needs of the people involved in the formulation of the corporate
strategy, using an analytical model for evaluating the priorities of each function or unit of the company
itself.
Paragraph 5.2 ,then, analyzes the development plan of a sample employee taking as a reference for
the advancement of skills in terms of emotional intelligence in reaching the executive level.
In Paragraph 5.3, a review of the development plan is carried out based on the strategic needs of
the identified company, also taking into account the achievement of part of the objectives and the
introduction of other reference parameters.
Finally, in Paragraph 5.4, the methods for developing company resources are identified using intercompany
collaboration tools that promote horizontal and vertical development of the resources and
processes themselves, as well as adequate professional development of the resources involved.
Abstract In this Document, the situation of a Company, fictitiously named “Hydrogen” and operating in the
hydroelectric production sector, is represented.
The following [...]
We present a framework to investigate progressive collapse and robustness of 2D framed structures, subjected to multiple column removals. Progressive collapse is first simulated with an algorithm based on the Discrete Elements. The possible collapse mechanisms emerging from the simulations constitute the input for an analytical model. The model takes into account the dynamics of the response to the sudden initial damage and, under the hypotheses of ideally plastic or perfectly brittle ruptures, provides upper and lower bounds for the collapse loads and for the progressive collapse resistance. Closed form expressions are obtained, that can be valuable for robustness-oriented design. A novel concept of hierarchy in robustness capacity design emerges, which partly conflicts with anti-seismic capacity design. Strategies of compartmentalization and the influence of the position of the initial damage within the frame are discussed, also taking into account the impacts between falling rubble and horizontal floor slabs.
Abstract We present a framework to investigate progressive collapse and robustness of 2D framed structures, subjected to multiple column removals. Progressive collapse is first simulated [...]
We present a framework to investigate progressive collapse and robustness of 2D framed structures, subjected to multiple column removals. Progressive collapse is first simulated with an algorithm based on the Discrete Elements. The possible collapse mechanisms emerging from the simulations constitute the input for an analytical model. The model takes into account the dynamics of the response to the sudden initial damage and, under the hypotheses of ideally plastic or perfectly brittle ruptures, provides upper and lower bounds for the collapse loads and for the progressive collapse resistance. Closed form expressions are obtained, that can be valuable for robustness-oriented design. A novel concept of hierarchy in robustness capacity design emerges, which partly conflicts with anti-seismic capacity design. Strategies of compartmentalization and the influence of the position of the initial damage within the frame are discussed, also taking into account the impacts between falling rubble and horizontal floor slabs.
Abstract We present a framework to investigate progressive collapse and robustness of 2D framed structures, subjected to multiple column removals. Progressive collapse is first simulated [...]
This paper deals with the critical issue of structural collapses and introduce a novel interpretation of the concept of Structural Robustness applied to Intact and Damaged Frames in order to quantify the critical load multiplier in each case, by a simple set of mathematical equations.
Abstract This paper deals with the critical issue of structural collapses and introduce a novel interpretation of the concept of Structural Robustness applied to Intact and Damaged [...]
This paper is aimed to analyze how a bibliographic work should be considered not as rigid collection of publications but as an opportunity to discover knowledge which often turns into the development of new technical ideas and finally it translates into innovation.
Abstract This paper is aimed to analyze how a bibliographic work should be considered not as rigid collection of publications but as an opportunity to discover knowledge which often [...]
Dam Engineering Conference Proceedings 
Structural and Seismic Design of a Steel Staircase using FEM in compliance with Italian Legislation 
