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Stainless steel has different advantages when compared to conventional carbon steel. The corrosion resistance and aesthetic appearance are the most known; however, its better behaviour under elevated temperatures can also be important in buildings design. In spite of the initial cost, stainless-steel application as a structural material has been increasing. Elliptical hollow sections integrate the architectural attributes of the circular hollow sections and the structural advantages of the rectangular hollow sections (RHSs). Hence, the application of stainless-steel material combined with elliptical hollow profiles stands as an interesting design option. The purpose of the paper is to better understand the resistance of stainless-steel-beam columns in case of fire

The research presents a numerical study on the behaviour of stainless-steel members with slender elliptical hollow section (EHS) subjected to axial compression and bending about the strong axis at elevated temperatures. A parametric numerical study is presented here considering with and without out-of-plane buckling different stainless-steel grades, cross-section and member slenderness, bending moment diagrams and elevated temperatures.

The tested design methodologies proved to be inadequate for the EHS members being in some situations too conservative.

The safety and accuracy of Eurocode 3 (EC3) design methodology and of a recent design proposal developed for I-sections and cold-formed RHSs are analysed applying material and geometric non-linear analysis considering imperfections with the finite element software SAFIR.

Sigma cross-section profiles are often chosen for their lightness and ability to support large spans, offering a favourable bending resistance. However, they are more susceptible to local, distortional and lateral-torsional buckling, as possible failure modes when compared to common I-sections and hollow cross-sections. However, the instability phenomena associated to these members are not completely understood in fire situation. Therefore, the purpose of this study is to analyse the behaviour of beams composed of cold-formed sigma sections at elevated temperatures.

This study presents a numerical analysis, using advanced methods by applying the finite element software SAFIR. A numerical analysis of the behaviour of simply supported cold-formed sigma beams in the case of fire is presented considering different cross-section slenderness values, elevated temperatures, steel grades and bending moment diagrams. Comparisons are made between the obtained numerically ultimate bending capacities and the design bending resistances from Eurocode 3 Part 1–2 rules and its respective French National Annex (FN Annex).

The current design expressions revealed to be over conservative when compared with the obtained numerical results. It was possible to observe that the FN Annex is less conservative than the general prescriptions, the first having a better agreement with the numerical results.

Following the previous comparisons, new fire design formulae are analysed. This new methodology, which introduces minimum changes in the existing formulae, provides at the same time safety and accuracy when compared to the numerical results, considering the occurrence of local, distortional and lateral-torsional buckling phenomena in these members at elevated temperatures.

The purpose of this paper is to assess whether the adaptation to fire of current proposals/design methodologies at normal temperature is capable of producing accurate predictions of resistance for the out-of-plane stability of tapered beams.

The adaptation of these methodologies to fire has been done by accounting for the reduction in steel material properties with the temperature. Results were then compared to FEM calculations by performing GMNIA analyses to determine the ultimate strength of the numerical models and to ascertain the validity and accuracy of the adapted methodologies.

Although all methodologies produce safe results at normal temperatures, only the general method is recommended for the safety verification at elevated temperatures, although the data points were overly conservative. This investigation demonstrates the need of proper and accurate design methods for tapered beams at elevated temperatures, which should be the subject of future developments.

The research in this paper is limited to the adaptation of existing room temperature design methods to fire. Therefore, possible assumptions made during the conception of the initial formulae, which may be valid exclusively for 20ºC, may have been disregarded.

For the time being, design methodologies for the safety check of tapered beams for the case of fire are inexistent. This paper investigates the adaptation of existing room temperature design to the fire situation by providing insights on their accuracy level, as well as on how to proceed. Finally, a safe design methodology for tapered beams in case of fire is provided until improved design methods are developed.

Steel beams composed of cold-formed sections are common in buildings because of their lightness and ability to support large spans. However, the instability phenomena associated to these members are not completely understood in fire situation. Thus, the purpose of this study is to analyse the behaviour of beams composed of cold-formed lipped channel sections at elevated temperatures.

A numerical analysis is made, applying the finite element program SAFIR, on the behaviour of simply supported cold formed steel beams at elevated temperatures. A parametric study, considering several cross-sections with different slenderness’s values, steel grades and bending diagrams, is presented. The obtained numerical results are compared with the design bending resistances determined from Eurocode 3 Part 1-2 and its French National Annex (FN Annex).

The current design expressions revealed to be too conservative when compared with the obtained numerical results. It was possible to observe that the FN Annex is less conservative than the Annex E, the first having a better agreement with the numerical results.

Following the previous comparisons, new fire design formulae are tested. This new methodology, which introduces minimum changes in the existing formulae, provides safety and accuracy at the same time when compared to the numerical results, considering the occurrence of local, distortional and lateral torsional buckling phenomena in these members at elevated temperatures.

Fracture characterization of human cortical bone under pure mode I loading was performed in this work. The purpose of this paper is to validate the proposed test and procedure concerning fracture characterization of human cortical bone under pure mode I loading.

A miniaturized version of the double cantilever beam (DCB) test was used for the experimental tests. A data reduction scheme based on crack equivalent concept and Timoshenko beam theory is proposed to overcome difficulties inherent to crack length monitoring during the test. The application of the method propitiates an easy determination of the Resistance-curves (R-curves) that allow to define the fracture energy under mode I loading from the plateau region. The average value of fracture energy was subsequently used in a numerical analysis with element method involving cohesive zone modelling.

The excellent agreement obtained reveals that the proposed test and associated methodology is quite effective concerning fracture characterization of human cortical bone under pure mode I loading.

A miniaturized version of traditional DCB test was proposed for cortical human bone fracture characterization under mode I loading owing to size restrictions imposed by human femur. In fact, DCB specimen propitiates a longer length for self-similar crack propagation without undertaking spurious effects. As a consequence, a R-curve was obtained allowing an adequate characterization of cortical bone fracture under mode I loading.

This paper aims to highlight the political influences that account for the destination image of a tourist city: Campos do Jordão, São Paulo State, Brazil. The study took into consideration the collective imagination and its influence on the formation of touristic destinations.

Descriptive study based on literature and document review, accompanied by an analysis of texts and photos available on non-official websites – about Campos do Jordão – from November to December 2018 and by visits to selected location.

“Charm”, “refinement” and “sophistication” are the most frequently used words to describe Campos do Jordão, which remains a symbol of exclusiveness and refuge for the highest social classes. These images are shaped by political and economic influences.

The investigation focussed on a single city. Also, as it is an analytical study aimed at showing the permanence of preconceived values used to build the image of a destination it is not possible to talk about extrapolating the present study to other cities. In addition, the research was done by using the reproduction of physical and cultural aspects in addition to the use of European landscapes structures and values in a locality with an exceptional environmental context.

Many of the images connected to Campos do Jordão are replicated by local citizens, a fact that evidences the importance of associative memory, which concerns memories citizens have of their living space. The social implications presented herein seek to recover the formative memories of the assessed city, although it is not the focus of the current study. Assumingly, becoming an active segment of the tourism sector is the only way for local citizens to appropriate the city.

The influence of local government and public actions in tourism construction and in the image linked to the city is used as a case study. Building a touristic imagination demands a wide range of businesses, but this process takes time and effort, as highlighted by the applied documental review; it would not happen without the straight interference of the public sector through the local government.

This chapter discusses the Brazilian redevelopment policy denominated urban operation. First implemented in São Paulo in the 1980s, it was included in the Brazilian federal urban legislation in 2001 as an instrument to promote the redevelopment of great urban areas through public–private partnerships. On the one hand, the local public administration would provide incentives to investments in a given project, especially by selling construction rights; on the other hand, the value captured would be reinvested in the same area, following a list of works that may include urban infrastructure and services. The main benefits expected are structural change without onus for the public administration; a more balanced urban growth, estimulating higher density in areas well served by urban infrastructure; and real estate valorization. Nevertheless, this chapter critically analyzes its early experiences in São Paulo, demonstrating an entrepreneurial and speculative logic of spatial production. In this sense, the chapter is structured in four parts. The first one presents the legal instrument, while the following two sections explore the two main aspects of its functioning: great urban projects and public–private partnerships. In the final section, the Urban Operation Faria Lima will be assessed, especially on its attempts to promote São Paulo as a global city. If it is not possible to generalize from this particular experience, it exposes the necessity of discussing how the instrument, now a federal policy, may be implemented in other Brazilian cities, which type of redevelopment it may promote and for whom.

The purpose of this paper is to characterize real estate lease management of the São Paulo City Municipality (PMSP), the largest metropolitan region in Latin America, for the provision of public education, health and social assistance services.

In addition, the management was also evaluated by a direct analysis of the obtained data (lease paid, area of the property, agency, zone, region, neighborhood, contract date, etc.) and by statistical regressions.

The results showed that the following: real estate properties with the greatest discrepancy of amounts paid (when compared to other amounts paid by the city and the market) are in a pulverized category, called “Others”; PMSP faces difficulties tracking expiration dates, 18.9% of the assets are still in use, though present expired contracts; the category “Education” is the most expressive in expenses; there is a limit to the correlation between the size of the real estate and the lease price paid, and very large real estate do not have proportionally higher leases; the location only directly affects the lease value if it is in the central region of the Metropolis. There is no explicit relationship for leases in other regions.

This work is groundbreaking for helping to consolidate the literature on real estate management in developing countries. Factors that integrate and influence the management of real estate leases for government agencies in a Latin American metropolitan area have never before been reported in the literature.

This study aims to examine the impact of Lean 4.0 practices on value co-creation in the dairy ecosystem.

Data collection were carried out through a questionary application with 126 professionals linked to the dairy ecosystem, including milk producers, milk cooperatives and milk transporters. The data were analyzed using Cluster Analysis, Mann-Whitney test and Chi-Square test.

A strong relation was found between the use of Lean 4.0 tools and the increase in operational performance, in addition to milk quality. Moreover, it can be noted that the use of digital technologies from Industry 4.0 has a strong relation with dairy production optimization, in other words, it is possible to be more efficient in the dairy process via Lean 4.0 adoption.

The study is limited to analyzing the Brazilian dairy ecosystem. The results presented may not reflect the characteristics of the other countries.

Once the potential empirical impacts of the relation between Lean 4.0 and value co-creation are elucidated, it is possible to direct strategies for decision-making and guide efforts by researchers and professionals to deal with the waste mitigation present in the dairy sector.

Lean 4.0 proves to be a potential solution to improve the operational performance of the dairy production system. Lean 4.0, linked to value co-creation, allows the integration of the production sector with consumers, through smart technologies, so new services and experiences can be provided to the consumer market. Additionally, the consumer experience can be stimulated based on Lean 4.0, once the quality specification is highlighted based on data science and smart management control.

To the best of the authors’ knowledge, this is the first study that analyzes the interrelationship between the Lean 4.0 philosophy and the value co-creation in the dairy ecosystem. In this sense, the study reveals the main contributions of this interrelation to the dairy sector via value co-creation, which demonstrates a new perspective on the complementarity of resources, elimination of process losses and new experiences for the user through digital technologies integrated with the Lean Thinking approach.

This study, a practice forum article, aims to presents the lessons learned and the development of a discrete event simulation model to support the funerary system management of São Paulo City, Brazil, during the COVID-19 pandemic.

A discrete event simulation model was developed by the authors as soon as the pandemic affected the city of São Paulo, Brazil. Based on the model, several scenarios with varying minimum, median and peak demands (i.e. the number of deaths) were tested and evaluated. The lessons learned from the scenario analysis and implementation of the decision-making of the city government of São Paulo are discussed in this article.

The lessons learned about the coordination, inventory management and other operational characteristics in funerary logistics during the pandemic are shared with a model, which quantifies the demand for vehicles, coffins, graves and teams in the cemeteries in different simulated scenarios.

The São Paulo State Civil Defense used this information during the pandemic to prepare the funerary system of the municipality.

The study presents methods to mitigate the sanitary, environmental and psychosocial problems related to the funerary system.

Studies on funerary systems are scarce. This study presents the results that supported the dimensioning of the funerary system during the pandemic and operational lessons about the logistics to support decision-making in future events.