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        Rethinking Asia: the genealogy of critical thinking in East Asia

        Bai Huilin,Pan Hui-Ling Wendy 한국다문화교육학회 2023 Multicultural Education Review Vol.15 No.1

        The concept and connotation of critical thinking are formed based on human activities and social development in Europe and America, while relevant studies in East Asia are lacking. How to deconstruct the characteristics, formation and deep reasons of critical thinking in the East based on its continuous and dynamic human activities is still a challenge. Taking China as the research object, we reveal that the East also produces logic-based and intense critical thinking, and gradually integrates the characteristics of inclusiveness, euphemism, and result-oriented noun in the evolution, which can be attributed to the influence of war, religion, and nomadic and agricultural conflicts. This study is of great significance to the in-depth fundamental understanding of oriental critical thinking. It also holds promise to promote critical thinking education in East Asian countries and the cultural exchanges between the East and the West.

      • Mechanical behavior of steel tube encased high-strength concrete composite walls under constant axial load and cyclically increasing lateral load: Experimental investigation and modeling

        Liang Bai,Huilin Wei,Bin Wang,Fangfang Liao,Tianhua Zhou,Xing-Wen Liang 국제구조공학회 2023 Steel and Composite Structures, An International J Vol.47 No.1

        This paper presented an investigation into steel tubes encased high-strength concrete (STHC) composite walls, wherein steel tubes were embedded at the boundary elements of high-strength concrete walls. A series of cyclic loading tests was conducted to evaluate the failure pattern, hysteresis characteristics, load-bearing capacity, deformability, and strain distribution of STHC composite walls. The test results demonstrated that the bearing capacity and ductility of the STHC composite walls improved with the embedding of steel tubes at the boundary elements. An analytical method was then established to predict the flexural bearing capacity of the STHC composite walls, and the calculated results agreed well with the experimental values, with errors of less than 10%. Finally, a finite element modeling (FEM) was developed via the OpenSees program to analyze the mechanical performance of the STHC composite wall. The FEM was validated through test results; additionally, the influences of the axial load ratio, steel tube strength, and shear-span ratio on the mechanical properties of STHC composite walls were comprehensively investigated.

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