• Title/Summary/Keyword: shuzhi-theory

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An analysis of the argument-thought in Hanfeizi's Shuzhi-theory (한비자(韓非子) 술치론(術治論)의 입론사유(立論思惟) 분석(分析))

  • Kim, Yea-Ho
    • The Journal of Korean Philosophical History
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    • no.35
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    • pp.361-384
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    • 2012
  • In this study, I considered an important characteristic of system in pre-Qin philosophy that accomplished all categories with the best value. I pointed out misreading that thinkers separated fazhi-theory from shu zhi- theory of Hanfeizi. So I analyzed argument causes of Hanfeizi's shuzhi-theory through epistemology, ethics, military theory. And I proved that understanding the actual conditions and essences of things assured the objective bases on a reward and punishment. There are three things about argument bases of Hanfeizi's shuzi-theory. First, the epistemology that analyzes the actuality of a thing and that endows a duty matching the natural character of a thing. Second, ethics that isn't restricted by a fixed form and is in harmony with a law and that reveals a selfish character freely. Third, military theory, that is a trick that analyzes the quality of a case and a thing accurately. Above the three show that there are an objective basis of reward and punishment and an fair execution about a law in Hanfeizi's shuzhi-theory.

Combination coefficient of ESWLs of a high-rise building with an elliptical cross-section

  • Wang, Qinhua;Yu, Shuzhi;Ku, Chiujen;Garg, Ankit
    • Wind and Structures
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    • v.31 no.6
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    • pp.523-532
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    • 2020
  • As the height and flexibility of high-rise buildings increase, the wind loads become more dominant and the combination coefficient of Equivalent Static Wind Loads (ESWLs) should be considered when they are used in the structural design. In the first phase of the study, a brief introduction to the theory on the combination coefficient for high-rise buildings was given and then the time history of wind-induced responses of a 208-meter high-rise building with an elliptical cross-section was presented based on the wind tunnel test results for pressure measurement. The correlation between wind-induced responses was analyzed and the combination coefficients of ESWLs of the high-rise buildings using Turkstra's rule, and Asami's method, were calculated and compared with related design codes, e.g., AIJ-RLB, ASCE 7-10, and China Load Code for structural design. The results of the study showed that the combination coefficients from Asami's method are conservative compared with the other three methods. The results of this paper would be helpful to the wind-resistant design of high-rise buildings with elliptical cross-section.