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This study proposes personal network of social entrepreneurs as a key antecedent factor of their resource bricolage to understand the mechanisms underlying social entrepreneurial practices before the founding of social enterprises.

An empirical study is used to collect and analyze data. The questionnaire data are drawn from in-depth semistructured interviews with Chinese social entrepreneurs. This study develops a theoretical framework that draws upon two dimensions of social capital, namely, “ownership” and “use,” to explore relationships among personal network, resource bricolage and relation strength.

With data from 227 social enterprises in China, empirical results suggest that personal network of social entrepreneurs, that is, the “owned” social capital, shall be transformed by the intermediate role of resource bricolage into relation strength, that is, the “used” social capital. The relationship between resource bricolage and relation strength is positively moderated by the marketization degree and social class of social entrepreneurs.

This study introduces resource bricolage into the front-end course of social entrepreneurship. The results show that similar personal network can lead to different behavioral outcomes in the context of social entrepreneurship. Then the integration of resources and opportunities at the beginning of the social entrepreneurial process opens new avenues for future research. However, this study only investigates the transformation from network to resources implemented by social entrepreneurs before organization establishment. It does not explore potential outcomes of such a transformation for the development of social enterprises.

Social entrepreneurs at the prefounding stage shall make use of the values of available resources, fully use potential interpersonal relations in the personal network, and transform these relations into a close, steady relationship to realize potential values of available resources. Social entrepreneurs can start from excavation and foundation laying of strong relation networks, to avoid problems in legality, social awareness and failure risks generated from blind integration of external resources.

This study finds that social entrepreneurship exists between the motivation of the social entrepreneur and the establishment of the organization after the development over time. Creating first a phased result through the resource bricolage is necessary. This result establishes a complete process chain of social entrepreneurship from motivation to behavior, next to organization establishment and subsequent development. This study is an empirical test based on the theoretical interpretation to make a positive effect on the social entrepreneurship research in the theoretical construction and testing of the deficiencies.

This study explores how three-dimensional job autonomy (decision-making, work method and work scheduling) affects employees’ thriving at work and service recovery performance in the hospitality industry during COVID-19.

This study utilized cross-sectional dyadic data from 287 frontline workers in the Chinese hospitality sector and analyzed it with Analysis of Moment Structures (AMOS) and the PROCESS macro.

The findings indicate that three-dimensional autonomy has a direct impact on thriving and an indirect effect on service recovery performance (SRP) through thriving, and the relationship between three-dimensional autonomy and thriving is moderated by SOCV19R.

This study addresses the existing gap in research regarding the various aspects of autonomy. It explores how distinct dimensions of autonomy affect employees’ thriving at work and, in turn, influence their ability to excel in service recovery. Furthermore, it sheds light on how the unique circumstances of COVID-19, as represented by SOCV19R, play a role in understanding the dynamics between different forms of autonomy and employees’ thriving.

Based on the weak seismic performance and low ductility of coupled shear walls, engineered cementitious composites (ECC) is utilized to strengthen it to solve the deformation problem in tall buildings more effectively and study its mechanical properties more deeply.

The properties of reinforced concrete coupled shear wall (RCCSW) and reinforced ECC coupled shear wall (RECSW) have been studied by numerical simulation, which is in good agreement with the experimental results. The reliability of the finite element model is verified. On this basis, a detailed parameter study is carried out, including the strength and reinforcement ratio of longitudinal rebar, the placement height of ECC in the wall limb and the position of ECC connecting beams. The study indexes include failure mode and the skeleton curve.

The results suggest that the bearing capacity of RECSW is significantly affected by the ratio of longitudinal rebar. When the ratio of longitudinal rebar increases from 0.47% to 3.35%, the bearing capacity of RECSW increases from 250 kN to 303 kN, an increase of 21%. The strength of longitudinal rebar has little influence on the bearing capacity of RECSW. When the strength of the longitudinal rebar increases, the bearing capacity of RECSW increases little. The failure mode of RECSW can be improved by lowering the casting height of the ECC beam in a certain range.

In this paper, ECC is used to strengthen the coupled shear wall, and the accuracy of the finite element model is verified from the failure mode and skeleton curve. On this basis, the casting height of the ECC casting wall limb, the strength and reinforcement ratio of longitudinal rebar and the position of the ECC beam are studied in detail.