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Distance education systems make global educational more accessible for an increasing number of students. Distance education, which offers the conveniences of flexible time and place for study, can allow many students from different societies and cultures-regardless of race, gender, age, and nationality differences-to have equal opportunities. Nevertheless, there are still many challenges and limitations that a global distance education system has to overcome. The discussion in this paper is focused on differences between the East and the West. The writer suggests that primary issues to consider in order to develop a global distance learning system are: assuring consistent educational quality, gaining confidence in social perceptions, accommodating diverse learning/teaching styles, and creative approaches to accommodating language differences.

Business is about building relationships and hence relationship building is becoming increasingly important for cross‐cultural management. Current research findings in this area have mainly focused on relationship marketing or on cultural dimensions of business relationships. This preliminary study attempts to break the boundary and aims to explore relationship building from a culture‐specific perspective while in corporating a social constructivist dimension. Specifically, it compares relationship building across four cultures including European, New Zealand, Chinese, Indian and South African cultures. The research method is interpretive, based on an analysis of interview results with business executives from the four target cultures.

When the reinforced concrete beams are reinforced by bonding steel plates to the bottom, excessive use of steel plates will make the reinforced concrete beams become super-reinforced beams, and there are security risks in the actual use of super-reinforced beams. In order to avoid the occurrence of this situation, the purpose of this paper is to study the calculation method of the maximum number of bonded steel plates to reinforce reinforced concrete beams.

First of all, when establishing the limit failure state of the reinforced member, this paper comprehensively considers the role of the tensile steel bar and steel plate and takes the load effect before reinforcement as the negative contribution of the maximum number of bonded steel plates that can be used for reinforcement. Through the definition of the equivalent tensile strength, equivalent elastic modulus and equivalent yield strain of the tensile steel bar and steel plate, a method to determine the relative limit compression zone height of the reinforced member is obtained. Second, based on the maximum ratio of (reinforcement + steel plate), the relative limit compression zone height and the equivalent tensile strength of the tensile steel bar and steel plate of the reinforced member, the calculation method of the maximum number of bonded steel plates is derived. Then, the static load test of the test beam is carried out and the corresponding numerical model is established, and the reliability of the numerical model is verified by comparison. Finally, the accuracy of the calculation method of the maximum number of bonded steel plates is proved by the numerical model.

The numerical simulation results show that when the steel plate width is 800 mm and the thickness is 1–4 mm, the reinforced concrete beam has a delayed yield platform when it reaches the limit state, and the failure mode conforms to the basic stress characteristics of the balanced-reinforced beam. When the steel plate thickness is 5–8 mm, the sudden failure occurs without obvious warning when the reinforced concrete beam reaches the limit state. The failure mode conforms to the basic mechanical characteristics of the super-reinforced beam failure, and the bending moment of the beam failure depends only on the compressive strength of the concrete. The results of the calculation and analysis show that the maximum number of bonded steel plates for reinforced concrete beams in this experiment is 3,487 mm². When the width of the steel plate is 800 mm, the maximum thickness of the steel plate can be 4.36 mm. That is, when the thickness of the steel plate, the reinforced concrete beam is still the balanced-reinforced beam. When the thickness of the steel plate, the reinforced concrete beam will become a super-reinforced beam after reinforcement. The calculation results are in good agreement with the numerical simulation results, which proves the accuracy of the calculation method.

This paper presents a method for calculating the maximum number of steel plates attached to the bottom of reinforced concrete beams. First, based on the experimental research, the failure mode of reinforced concrete beams with different number of steel plates is simulated by the numerical model, and then the result of the calculation method is compared with the result of the numerical simulation to ensure the accuracy of the calculation method of the maximum number of bonded steel plates. And the study does not require a large number of experimental samples, which has a certain economy. The research result can be used to control the number of steel plates in similar reinforcement designs.

In order to be a true global leader, Chinese firms must be able to be trailblazers in both emerging and advanced markets.

Five major Chinese companies are studied: Each of the five leaders has shown interest in building an organization that can nurture innovation that is more than incremental.

Each of the five companies needs a clear long-term vision that will guide innovation and point to where these companies should place their slow-to-pay-off R&D bets.

The agility to take advantage quickly as opportunities emerge–by practicing frequent experimentation, promptly divesting failed projects and rapidly scaling up investments in successful ones–has been an important ability that has contributed to the success of the five companies.

Breakthrough product innovation will be an important competence for the future success of these five Chinese companies. Some of the five companies have developed a growing appetite for external collaboration to drive innovation.

The implementation of reverse logistics (RL) as a strategic decision has gained significant attention amongst organisations due to its benefits to sustainable development. The purpose of this paper is to provide a comprehensive review of the literature to evaluate the performance of the RL process based on the three dimensions of sustainability including environmental, economic and social aspects.

Content analysis was adopted to collect and analyse the information.

The findings of this research show that most of the studies have focused on the performance evaluation of RL by considering the factors associated with economic and environmental performance. The social aspect of RL has been overlooked and requires investigation due to its contribution to positive social outcomes. In addition, no research has been conducted to assess the impact of each of the disposition options on the triple-bottom-line sustainability performance in one study.

Although RL can make a significant contribution to improving the sustainability performance of firms, little research has been undertaken on exploring the relationship between RL and sustainability performance. This paper provides practitioners, academics and researchers a broad and complete view of the relationship between RL and sustainability performance with suggestion for future research.

The purpose of this perspective article is to identify the developmental trajectory of human resource management (HRM) research in the Mainland China as well as the major research gaps to be filled in the future. In particular, the paper focuses on the current challenges as well as the emerging research trends by reviewing the literature in HRM research in the Mainland China.

The paper takes a geocentric perspective of HRM theory development to analyze the status quo as well as the emerging trends of the future HRM research in the Mainland China.

HRM research in the Mainland China exhibited an obvious tendency of adopting an etic approach at the early stage of research, but displaying an emerging trend toward an emic approach at a later stage. However, the current HRM research in the Mainland China, including both etic and the emic approaches, falls seriously short of meeting the high-quality standards of the international academic community.

Through analyzing the status quo of HRM research in the Mainland China, the paper identified an emerging trend toward an integration of both etic and emic approaches in which the two approaches constitute a yin-yang duality as a unity-in-opposites toward a geocentric HRM research framework with a holistic, dynamic and duality etic-emic balance.

This study examined the relationships of normative and affective facets of organizational commitment with experienced burnout within the framework of the Confucian‐based Chinese culture. Data for this exploratory work were collected through a questionnaire survey of 147 employees of a Chinese‐owned bank in Hong Kong. The questionnaire consisted of scales on experienced burnout, organizational commitment, and work perceptions. Results showed that the mean score for normative commitment was significantly higher than the mean score for affective commitment. Regression analysis indicated that when age, tenure, organizational level, and work perceptions were controlled, normative commitment had a significant positive effect on experienced burnout, whereas affective commitment had no significant impact. Results are interpreted in the context of a Confucian‐based Chinese managerial ideology and implications are drawn for future research.

There have been limited investigations on the mechanical characteristics of tunnels supported by corrugated plate structures during fault dislocation. The authors obtained circumferential and axial deformations of the spiral corrugated pipe at various fault displacements. Lastly, the authors examined the impact of reinforced spiral stiffness and soil constraints on the support performance of corrugated plate tunnels under fault displacement.

By employing the theory of similarity ratios, the authors conducted model tests on spiral corrugated plate support using loose sand and PVC (polyvinyl chloride) spiral corrugated PE pipes for cross-fault tunnels. Subsequently, the soil spring coefficient for tunnel–soil interaction was determined in accordance with ASCE (American Society of Civil Engineers) specifications. Numerical simulations were performed on spiral corrugated pipes with fault dislocation, and the results were compared with the experimental data, enabling the determination of the variation pattern of the soil spring coefficient.

The findings indicate that the maximum axial tensile and compressive strains occur on both sides of the fault. As the reinforced spiral stiffness reaches a certain threshold, the deformation of the corrugated plate tunnel and the maximum fault displacement stabilize. Furthermore, a stronger soil constraint leads to a lower maximum fault displacement that the tunnel can withstand.

In this study, the calculation formula for density similarity ratio cannot be taken into account due to the limitations of the helical corrugated tube process and the focus on the deformation pattern of helical corrugated tubes under fault action.

This study provides a basis for the mechanical properties of helical corrugated tube tunnels under fault misalignment and offers optimization solutions.

The purpose of this paper is to conceptually distinguish between communal and exchange relationship schemata and analyze their dynamic interactions and transformations in multicultural contexts.

Drawing on theories of social capital, social exchange, networks and relational models, the authors propose a framework to conceptualize how the communal and exchange relationship schemata can be transformed, integrated and multiplied under contextual influences, especially in culturally complex settings faced by multinational organizations.

The authors elucidate the dynamic processes of schemata interactions and transformations in relationship management at interpersonal, interorganizational and national levels in a variety of intercultural contexts, including interactions between monoculturals from different cultures and interplay of cultures within biculturals and among multiculturals. The authors explain how schemata integration and fusion can provide competitive advantages in navigating multicultural relationships.

Systematic qualitative and quantitative studies are recommended to further test and refine the proposed ideas regarding the dynamic interactions and transformations of relationship schemata.

This paper presents implications for individuals, country managers and leaders who need to initiate and maintain relationships with culturally different others. The authors highlight the desirability of being aware of one's own relational schema, understanding others' schema, bridging the two schemata as well as fostering integration and fusion of the schemata.

The 2020 global pandemic and various social upheavals around the world highlight the urgency of finding effective mental models to manage relationships. The inclusive and adaptive ways of thinking about relationships can potentially facilitate harmonious connections and conflict resolution.

The authors conceptually disentangle two established relationship schemata and offer a model of their dynamic synergetic transformations.

This paper proposes that ethnic identity and identification in the modern nation-state is a process of dialogical interaction between self-perceived notions of identity and sociopolitical contexts, often defined by the state. Each example of ethnic identification has at least two levels of discourse, articulated internally and externally. As suggested by Bakhtin, whose study of Dostoevsky posed fundamental questions of self and society, identity and ideology: The endlessness of the external dialogue emerges here with the same mathematical clarity as does the endlessness of internal dialogue. … In Dostoevsky’s dialogues, collision and quarrelling occurs not between two integral monologic voices, but between two divided voices quarreling (one of those voices, at least, is divided). The open rejoinders of the one answer the hidden rejoinders of the other (Bakhtin, 1981 [1963], pp. 253, 254).