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This article aims to discuss the problems that the USA encountered when it first attempted to enact and apply legislation designed to facilitate the enforcement of foreign asset-preservation orders, the remedial legislation enacted to address those problems, and the recent success the US Government has had under that new legislation in restraining assets at the request of foreign courts so that they may be forfeited under foreign law.

The article reviews the legislative history of the statute enacted to permit the enforcement of foreign restraining orders and analyzes the cases applying that statute before and after its amendment in 2010.

Legislation in the USA now permits the federal courts to register and enforce orders issued by foreign courts for the purpose of preserving assets that are subject to forfeiture under foreign law.

This is a cutting edge topic in which there has been a great deal of new law in the past three years.

In fire condition, the limiting temperature of a restrained steel beam depends on a few parameters, e.g. temperature distributions along and across the beam, beam’s load ratio and span length. The purpose of this study is to investigate the structural fire behaviour of axially restrained steel beams under different beam’s load ratios, taking into consideration the effect of the beam’s end connections configuration.

A three-dimensional finite element (FE) computer model has been developed to simulate the structural fire behaviour of axially restrained steel beams and their end connections. After successfully validating the developed model against the outcomes of the available large-size fire resistance experiments, the FE model has been used in a parametric study to investigate the beam’s load ratio effect on the behaviour of the axially restrained steel beams and their end connections.

The parametric study showed that increasing the beam loading level significantly increased the beam deflections at elevated temperatures; where, increasing the beam’s load ratio from 0.5 to 0.9 reduced the beam fire resistance by about 100 s. In contrast, decreasing the beam’s load ratio from 0.5 to 0.3 allowed the beam to easily achieve a 30-min fire resistance rating with no fire protection applied.

Experimental parametric studies are difficult to control in a laboratory setting and are also expensive and time consuming. Therefore, the reasonable accuracy of the validated FE model in reproducing the experimental fire behaviour of steel beams and their end connections makes it a very useful tool for both numerical and analytical studies.

Teleworking, working from home and flexible work have gained popularity over the last few years. A shift in policies and practices in the workplace is required owing to the COVID-19 pandemic accelerating current trends in work-from-everywhere (WFE) research. This article presents a systematic literature review of WFE research from 1990 to early 2023 to understand the transformation of the field.

The Web of Science database was used to conduct this review based on rigorous bibliometric and network analysis techniques. The prominence of the research studied using SPAR-4-SLR and a collection of bibliometric techniques on selected journal articles, reviews and early access articles. Performance and keyword co-occurrence analysis form the premise of cluster analysis. The content analysis of recently published papers revealed the driving and restraining forces that help define and operationalize the concept of WFE.

The major findings indicate that the five established and accelerated trends from cluster analysis are COVID-19 and the pandemic, telework(ing), remote working, work from home and well-being and productivity. Driving and restraining forces identified through content analysis include technological breakthroughs, work–life integration challenges, inequality in the distribution of jobs, gender, shifts in industry and sector preferences, upskilling and reskilling and many more have been published post-COVID in the restraining forces category of WFE.

A key contribution of this pioneering study of “work from everywhere” is the linking of the bibliometric trends of the past three decades to the influencing and restraining factors during the pandemic. This study illustrates how WFE could be perceived differently post-COVID, which is of great concern to practitioners and future researchers.

A wide range of publications on WFE and multiple synonyms can create confusion if a systematic and effective system does not classify and associate them. This study uses both bibliometric and scientometric analyses in the context of WFE using systematic literature review (SLR) methods.

This study aims to investigate how aspects of the sex/gender were scrutinized in a team’s production of clinical guidelines for psychiatric compulsory care and what the implications were for the final guidelines and for interprofessional learning.

The study is a case study, where interviews were conducted and a narrative analysis was used.

The results reflected how sex/gender arose in a discussion about gender differences when using restraining belts. Furthermore, discussions are presented where profession-specific experiences and knowledge about sex/gender appeared to stimulate interprofessional learning. However, the team’s learning about the complexity of sex/gender resulted in guidelines that emphasized aspects of power and focused on the individual patient. Thus, discussions leading to analysis and learning related to gender paradoxically produced guidelines that were gender-neutral.

The study highlights the potential interprofessional learning in discussions of sex/gender and its complex relation in medicine.

The purpose of this paper is to determine the effect of individual and organizational dimensions on creating the resistance to change according to the role of unlearning and knowledge stickiness in merging of libraries as planned change.

Borrowing from the Lewin’s field theory, knowledge stickiness theory and unlearning the framework of planned change process designed. The paper opted for a survey study using the questionnaire, five depth interviews and focus group discussion with librarians, middle and senior managers.

The paper provides empirical insights about pattern of planned change in the Ferdowsi University of Mashhad library. The role of knowledge stickiness and unlearning factors associated with process of planned change. It suggests that successful change act as overcoming forces of unlearning to knowledge stickiness on two dimensions: individual and organizational.

Because of the chosen research case, the research results may lack statistical generalizability. Therefore, researchers are encouraged to test the proposed propositions further.

The importance of managing obsolescence knowledge in individual and organizational dimensions in process of planned change is highlighted as managerial point of view.

Nowadays, circular concrete-filled tubular (CFT) columns are largely used in construction because of structural and architectural advantages such as high load bearing capacity and aesthetic appearance. The behavior of CFT columns at ambient and high temperatures is good; however, there are problems related to their behavior in fire when inserted in a real building structure, as for example, the influence of the restraining to thermal elongation that have to be addressed in order to improve their design. This study aims to present the results of a numerical study on the behavior of CFT columns with restrained thermal elongation in case of fire.

The parameters tested in the numerical simulations included column slenderness, load level, surrounding structure stiffness and steel reinforcement ratio. A sequentially coupled thermal stress analysis was carried out. The numerical model was validated with results from a large series of fire resistance tests carried out at Coimbra University, in Portugal. From these, simple equations to evaluate CFT column critical times were derived.

The results were also compared with the ones obtained from the current EN 1994-1-2:2005 simplified calculation and tabulated data methods. For the analyzed cases, it was verified that, while the simplified calculation method led to safe results on the evaluation of the fire resistance of CFT columns with restrained thermal elongation, the tabulated data method led, in certain cases, to unsafe results. This research showed also lower critical times than those from literature on similar type of columns.

The influence of the stiffness of the surrounding structure on the behavior of CFT columns subjected to fire was not yet clear in the major part of the studies already carried out. So, this paper has the originality to consider this parameter in the numerical simulations of this type of columns.

The use of cold-formed steel members has increased significantly in the past few years; however, its design is only briefly addressed in the current design codes, such as the EN 1993-1-3. To evaluate the compressive behavior of single and built-up cold-formed steel members, at ambient and simulated fire conditions with restrained thermal elongation, experimental and numerical tests were undertaken.

Four cross-section shapes were tested, namely, one single (lipped channel), one open built-up (I) and two closed built-up (R and 2R), considering two end support conditions, pinned and fixed. Two test set-ups were specifically developed for these tests. Based on the experimental results finite element models were developed and calibrated to allow future parametric studies.

This paper showed that increasing the level of restraint to thermal elongation and the initially applied load led to lower critical temperatures. Increasing the level of restraint to thermal elongation, the failure is governed by the generated axial restraining forces, whereas for lower levels of restraint to thermal elongation, the failure is controlled by the temperature increasing.

This paper is a contribution to the knowledge on the behavior of cold-formed steel columns subjected to fire, especially on the ones with a built-up cross-section, where results on thermal restrained ones are still scarce. It presented a set of experimental and numerical results useful for the development of numerical and analytical analysis concerning the development of new simplified calculation methods.

This paper aims to investigate how restraining forces and driving forces impact SC collaboration in the context of Nigeria.

A qualitative approach was adopted. Using semi-structured interviews, data was obtained from manufacturers and third-party logistics providers in Nigeria’s food and beverage sector. The data was analysed using the thematic analysis method.

Interesting findings were revealed regarding how some underlying forces impact SC collaboration. These findings were categorised into internal, SC and external environment level factors. However, certain forces were also identified at these distinct levels which can sustain the collaboration between SC partners in emerging markets such as Nigeria.

The issues highlighted in this paper create opportunities for future studies to dig deeper into the concept of SC collaboration in emerging markets. Future studies may find other unique contextual factors which may influence SC collaboration asides from those identified in this paper.

This research aids managerial understanding of the restraining forces and drivers of SC collaboration in an emerging market. The research also provides new insights on how to manage SC collaboration in emerging markets.

Many studies on supply chain management have wholly focussed their attention on developed countries, often neglecting emerging markets such as Nigeria in the discourse. Although SC collaboration has been well researched, the study attempts to shift the attention to the most populous country in Africa. With the help of the force field theory, this research reveals new insights on the restraining forces and drivers of SC collaboration, offering the foundation for a new line of research on this subject in emerging markets.

The purpose of this paper is to investigate and restrain the cross-coupling effect among X, Y and Z-axes of a three degrees of freedom hybrid magnetic bearing (3-DOF HMB). The influence of the cross-coupling effect on the force characteristics and stiffnesses are analysed. Two additional methods are proposed to eliminate the cross-coupling effect.

Analysis with finite element method (FEM) is time-consuming because of the requirement of a 3D model for the studied 3-DOF HMB. Hence, an improved magnetic circuit model considering the leakage, cross-coupling and saturation effects is used to investigate the cross-coupling effect in this paper. In addition, two restraining methods are proposed. One is adding an auxiliary coil between radial and axial stators. The other is adding an iron ring between the PM and radial or axial stator.

The X-axis (or Y-axis) force characteristics and stiffnesses are significantly influenced by the Z-axis current, while other axes force characteristics and stiffnesses do not show the cross-coupling effect. Moreover, this cross-coupling effect is inversely related to the distance between axial thrust disk and radial MB part. Besides, adding an auxiliary coil can effectively eliminate the cross-coupling effect in whole work range and adding an iron ring can reduce the cross-coupling effect.

The cross-coupling effect and its restraining methods of a 3-DOF HMB are investigated, which is beneficial to the design and control of such 3-DOF HMB.

It is now common for criminals to generate proceeds of crime in one country and to transfer those proceeds to another country. For example, drug traffickers who generate enormous profits from the sale of cocaine and other controlled substances in the USA will employ professional money launderers to move the money from the USA to financial institutions abroad.