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New insight into decoupling carbon emissions from economic growth: Do financialization, human capital, and energy security risk matter?

AbstractAgainst the backdrop of persistent climate change and deteriorating environmental pressure, this study integrates financialization, human capital, and energy security risks to provide new insight into decoupling carbon emissions from economic growth. The study employs annual panel data on the BRICS (Brazil, Russia, India, China, and South Africa) countries for the period of 1990–2019. The research employs the C‐S ARDL approach and the Tapio decoupling index to assess the decoupling status of the BRICS countries. In addition, this study applies the recently developed Juodis, Karavias, and Sarafidis Granger noncausality test for robustness. The findings offer compelling evidence of an inverted U‐shaped curve, aligning with the environmental Kuznets curve hypothesis. Consequently, the results confirm the decoupling of carbon emissions in the BRICS nations. Furthermore, the Tapio decoupling elasticity index confirms different carbon decoupling statuses among the BRICS. The results show expansive negative decoupling for Brazil, weak decoupling for India and China, and strong decoupling for Russia and South Africa. In terms of policy, achieving strong decoupling status in the BRICS requires that financial institutions' lending and investing strategies align with environmental objectives. In addition, human capital development policies such as increased spending on education should be vigorously pursued to empower people to lead sustainable development projects.

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Shear performance of brick masonry walls reinforced with twisted steel bars

The present paper presents a study on the in-plane shear performance of solid clay brick masonry walls reinforced with near-surface mounted twisted steel bars. Masonry assemblages were fabricated representing those used in masonry-concrete buildings such as those found in Lisbon, built during the decades of 1930–1950. Solid clay bricks laid in Flemish bond using cement-lime blended mortar were used in the construction of fifteen wallette specimens. Three reinforcement layouts were applied on both faces of the wallettes, namely: grid (vertical + horizontal bars), vertical-only, and horizontal-only. Three unreinforced and nine reinforced specimens were subjected to diagonal compression tests. Three other unreinforced specimens were subjected to axial compression tests. The effectiveness of the proposed strengthening solution was discussed. The findings indicate that the proposed strengthening solution substantially increased the shear strength and greatly improved the ductility of the masonry wallette assemblages, pointing to its interest in practice. Although the number of tests performed is significant (considering its complexity), it should be noted that the representativeness of the results could be improved by performing more tests. The incorporation of results from other studies (in progress within the RESIST2020 research project), namely, regarding the walls out-of-plane behavior, will allow for a more complete characterization of the benefits of the reinforcement solution.

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