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The purpose of this paper is to develop a simplified optimization calculation method to assess cable force of self-anchored suspension bridge based on optimization theories.

A simplified analysis method construction using Matlab is developed, which is then compared with the optimization method that considers the main cable’s geometric nonlinearity with software ANSYS in an actual bridge calculation.

This contrast proves the weak coherence and the adjacently interaction theory unreasonable and its limitation.

This paper analyzes the calculation method to assess cable force of a self-anchored suspension bridge and its application effect.

This paper gives a review of the finite element techniques (FE) applied in the area of material processing. The latest trends in metal forming, non‐metal forming and powder metallurgy are briefly discussed. The range of applications of finite elements on the subjects is extremely wide and cannot be presented in a single paper; therefore the aim of the paper is to give FE users only an encyclopaedic view of the different possibilities that exist today in the various fields mentioned above. An appendix included at the end of the paper presents a bibliography on finite element applications in material processing for the last five years, and more than 1100 references are listed.

This paper aims to study the shape of the concrete arched bridge by particle swarm optimization algorithm.

Finite element model of open-spandrel concrete arch bridges was constructed using a number of parameters. Design variables of optimization problem include height of skewback abutment, height of arch crown, position of crown with respect to global axes and left and right radius of up and down arches. After parametric modeling of bridge geometry and application of multi-objective particle swarm optimization, the shape optimization of bridge arch was determined. The concrete volume used in bridge substructure construction and maximum principal tensile stress of concrete arch body was adopted as two objective functions in this study. The optimization problem aims to minimize the two objective functions. Geometric and stress constraints are also included in the problem.

Based on the results presented in the paper, the Pareto front is generated which helps the decision-maker or designer to pick the compromise solution from among 20 optimum designs according to their subjective preferences or engineering judgment, respectively. Moreover, to help the decision-maker, the two multiple objective decision-making methods were used for selection of the best solution from among nondominated solutions.

This research aims to solve an interesting optimization problem in structural engineering. Optimization of arch bridges structure was done for reducing construction costs and increasing safety for the first time.

This paper gives a review of the finite element techniques (FE) applied in the area of material processing. The latest trends in metal forming, non‐metal forming, powder metallurgy and composite material processing are briefly discussed. The range of applications of finite elements on these subjects is extremely wide and cannot be presented in a single paper; therefore the aim of the paper is to give FE researchers/users only an encyclopaedic view of the different possibilities that exist today in the various fields mentioned above. An appendix included at the end of the paper presents a bibliography on finite element applications in material processing for 1994‐1996, where 1,370 references are listed. This bibliography is an updating of the paper written by Brannberg and Mackerle which has been published in Engineering Computations, Vol. 11 No. 5, 1994, pp. 413‐55.

Transfer relations represent analytical solutions of the linear theory of circular arches, relating each one of the kinematic and static variables at an arbitrary cross-section to the kinematic and static variables at the initial cross-section. The purpose of this paper is to demonstrate the significance of the transfer relations for structural analysis by means of three examples taken from civil engineering.

The first example refers to an arch bridge, the second one to the vault of a metro station and the third one to a real-scale test of a segmental tunnel ring.

The main conclusions drawn from these three examples are as follows: increasing the number of hangers/columns of the investigated arch bridge entails a reduction of the maximum bending moment of the arch, allowing it to approach, as much as possible, the desired thrust-line behavior; compared to the conventional in situ cast method, a combined precast and in situ cast method results in a decrease of the maximum bending moment of an element of the vault of the studied underground station by 46%; and the local behavior of the joints governs both the structural convergences and the bearing capacity of the tested segmental tunnel ring.

The three examples underline that the transfer relations significantly facilitate computer-aided engineering of circular arch structures, including arch bridges, vaults of metro stations and segmental tunnel rings.

A conference can range from good to bad. It can be well or poorly organized, comfortably or indifferently housed, a profitable or wasted use of time. If conferences were rated like hotels and stars indicated their merit, the one held in Munich at the end of October should be awarded the maximum number.

This paper revisits old questions of the proper subject and bounds of economics: does economics study “provisioning”? or markets? or a method of reasoning, self‐interested rational optimization?

A variety of scholars and others in many fields make use of a taxonomy of society consisting of three “spheres”: markets, governments, and communities. It is argued here that this tripartite taxonomy of society is fundamental and exhaustive. A variety of ways of understanding this taxonomy are explored, especially Fiske's (1991, 2004) “Relational models theory.” Then – after communities and their products, social goods, are defined more thoroughly – a visual model of interactions among the three spheres is presented.

The model is first used briefly to understand the historical development of markets. The model is then applied to understanding how economic thinking and market ideology, including the notion of social capital, can be destructive of communities and their production of social goods (and their production of social capital as well).

It is not possible to measure these effects monetarily, so calculating precisely “how this affects results” in a standard economic model is impossible.

Nevertheless we could better prepare students for real‐world analysis, and better serve our clients, including the public, if – whenever relevant, such as in textbook introductions and in benefit/cost analyses – we made them aware of the limitations of economic analysis with respect to communities and social goods.

The three‐spheres model offered here, based on Fiske's “Relational models theory,” facilitates this awareness.

The reinforced concrete open-web sandwich slab is composed of upper rib, lower rib, surface plate and shear key and was applied to long-span structure crossing at 18–30 m. The shear-bearing capacity of shear key, having vital effects on the slab’s bearing capacity, is analysed to present its calculation formula used for the engineering application of the slab.

The shear-bearing capacity of shear key is analysed by the strut-and-tie model and the benchmark model established by the finite element method. Furthermore, the design formula of its shear capacity is given by the parametric analysis of FEM to adjust the result of the strut-and-tie model, using multivariate linear regression analysis of these parameters.

The calculation result of the benchmark model is compared with those of the strut-and-tie model and the standard formula, which indicates that the result of the strut-and-tie model is closer to that of the benchmark model than that of the standard formula. Moreover, the parametric analysis of the finite element model indicates that the volume–stirrup ratio of the shear key and the compression strength of the concrete have lesser effect on the shear capacity compared with the longitudinal reinforcement ratio and the shear-to-span ratio of the shear key and the relative section height of the rib.

The shear capacity of the shear key is provided in the paper by combining the finite element method and the strut-and-tie model, which is different from the calculation of the shear key in local codes and Chinese code, based on the theory of short corbel and the experiment of member. Furthermore, the formula of the shear capacity could be employed in the design and construction of the RC open-web sandwich slab, mainly used in the public and industrial multi-story building with long span to save the dwindling land resource currently.

This paper aims to analyse reasons for the absence of renewable electricity (RE) imports to the European Union, for which the authors develop a multi-level heuristic.

The heuristic covers three sequential acceptance levels: political attractiveness (macro-level), the “business case” (micro-level) and civil society perspectives (public discourse level).

Numerous factors on all three levels determine the success/demise of renewables trade. So far, trade has failed on the macro-level, because European policymakers perceive that targets can be achieved domestically with significant co-benefits and because exporter countries have rapidly increasing electricity demand, limiting the realisable exports. As policymakers deemed it unattractive, they have not implemented policy-supported business cases. Public opposition against trade has not been an issue as no concrete plans or projects have been proposed.

The authors show that the factors determining whether a RE programme is successful are plentiful and extend far beyond potential cost savings. This suggests that future research and the energy policy debate should better account for how cost savings are weighed against other policy aims and explicitly include the perspectives of investors and the public.

This paper adds the first holistic analysis of success/failure factors for RE trade to Europe. The three-level, sequential framework is new to energy policy analysis.

The case provides a great illustration of women leadership in crisis times. A failed merger forced a deep review of the firm strategy and a realization that the legacy leadership arrangement was not optimal anymore. The hustand-and-wife team ended up swapping executive positions, with Charlotte resolutely taking on the CEO position.

The case is designed as an integrative case looking simultaneously at key subjects such as leadership, entrepreneurship and management of a fast growing service firm, strategy as applied to IT consulting and finally gender studies, with the possibility to discuss the impact of gender roles.

The case investigates Charlotte's efforts at building an original Search Engine Optimization firm in Seattle, progressively taking control from her husband to save the firm from bad strategic decisions.

The case is written to convey the emotional rollercoaster lived by Charlotte and key decisions she had to make as the leader of this fast growing data analytics firm. Learning outcomes focus on what is expected of a leader in such situation, in particular a female leader in a male-dominated technology environment.

Teaching Notes are available for educators only. Please contact your library to gain login details or email support@emeraldinsight.com to request teaching notes.

Consulting in general, and data analytics consulting in particular, are male-dominated worlds where a female leader faces many obstacles to realize their potential. Charlotte provides a masterful example of how to contribute to and lead a fast-growing firm and manage the family and the relationship to a partner who also happens to be the co-founder of the firm.

CSS 3: Entrepreneurship