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張學城,鄧楊婷 경성대학교 한국한자연구소 2017 한자연구 Vol.0 No.18
The study of Chinese characters structure has always been one of the basic problem of Chinese philology. Because of the limitations of information and methods, previous scholars mostly rests on the static analysis of individual or stage Chinese characters. Therefore, they can’t overall research the development of ideogram. On the basis of full possession of ancient texts, and through the dynamic analysis of the way that ideograms are constructed, we can find that the ideogram has always been in dynamic development. In the early stage of ancient writing, most ideograms are combinations of imageries. However, after Qin dynasty characters, the pictographic feature of Chinese characters are greatly reduced, and most of the ideograms are linguistic type. Beginning with the oracle inscriptions in Shang Dynasty, ideograms had tended to be semantic-plus-phonetic. And there were varied ways to achieve this transformation. This trend was gradually strengthened by Zhou dynasty, and it reached the peak in the Qin and Han dynasties.
張學城(Zhang Xuecheng),薄迎迎(Bo Yingying) 중국어문학연구회 2017 중국어문학논집 Vol.0 No.106
The “Chuci Shu” of Lu Shiyong is quite famous in the late Ming Dynasty for its study on the Chuci. When annotated, Lu Shiyong strived to concise, so that the book can be “easy to beginner”. Many features in this book can make people refresh. The article introduces the exegetical characteristics of Lu Shi Yong. Exegetical features include three aspects: pay attention to the old note, widely absorb views of other people; courage to innovate; attach importance to culture. These characteristics run through the exegetical study of "Chuci Shu", which clearly reflects Lu Shiyong’s attitude.The article also introduces the shortcomings of the exegetical study of "Chuci Shu", The inadequacies include three aspects: phonetic multi-leaf sound; many discourse from the sentence, less words; inaccurate citation.
장학성 ( Zhang Xue-cheng ),마가려 ( Ma Jia-li ) 연민학회 2017 연민학지 Vol.27 No.-
Traditional exegesis of Chu Ci has achieved fruitful results after two thousand years of development. However, it has some limitations, such as the lack of research materials, unreliable documentary data and unscientific research method. These limitations impose restrictions on the further development of exegesis of Chu Ci. Since the 1950s, many excavated documents of Chu which provided new materials for exegesis of Chu Ci have appeared. Using the method of Double Evidence, which combined with excavated documents and handed-down documents, can revise errors of extant text of Chu Ci, meanwhile, it can solve many difficult problems in the process of explaining Chu Ci. This method promoted exegesis of Chu Ci to make unprecedented achievements. In addition to summarize the achievements of exegesis of Chu Ci, we should also acutely aware the current deficiencies and problems, and forecast its prospects.
수치해석을 이용한 우물통 기초의 관성력과 동적토압의 위상관계 분석
김성렬,장학성 유신 코 한국지진공학회 2008 한국지진공학회논문집 Vol.12 No.2
지진시 구조물에 작용하는 동적토압은 구조물 관성력과 동적토압의 위상관계에 따라 구조물의 변위에 대한 하중 또는 저항력으로 발휘될 수 있다. 본 연구에서는 위상관계를 고려한 동적토압 산정 절차를 제안하고, 이 절차에 따라 교량 우물통 기초에 대한 수치해석을 수행하여 구조물 관성력과 동적토압의 위상관계를 분석하였다. 그 결과, 지반강성이 작아서 지반의 변위진폭이 구조물의 변위 진폭보다 큰 경우에는 동적토압이 구조물의 변위를 증가시키는 하중으로 발휘되며, 지반강성이 커서 지반의 변위진폭이 구조물의 변위진폭보다 작은 경우에는 동적토압이 구조물의 변위를 감소시키는 저항력으로 발휘되는 것으로 나타났다. Dynamic earth pressure acting on geotechnical structures can be driving force or resisting force for the displacement of the structure according to the phase relation between the dynamic earth pressure and inertia force of structures. In this research, the evaluation procedure of the phase relation between the dynamic earth pressure and the inertia force was proposed. According to the procedure, numerical analyses on caisson foundation of bridges were performed and the phase relation was analyzed. The analysis results showed that the dynamic earth pressure becomes the driving force, which increases the displacement of the structure, if the displacement amplitude of ground is larger than that of structure due to the low stiffness of the ground, and the dynamic earth pressure becomes the resisting force against the displacement of the structure if the displacement amplitude of ground is smaller than that of structure due to the high stiffness of the ground.