Chinese literature in the 30s was under the influence of two major themes of enlightenment and salvation. While improving the existing traditional literature, a large number of foreign literatures have been introduced into China. In a large number of foreign literary works which is translated into Chinese. There are not only literary works from the advanced western countries, but also a few Korean literatures. For a long period of time, these translated versions of Korean literature were ignored by the academia of China and Korea. Related research did not begin to emerge until the beginning of this century. Most of the academic articles discuss the translation of Korean literature in the 30s, all of them are based on China's standpoint, that is ‘target oriented’. In the process of translating Korean literature texts into Chinese, the translation path was diversified, including the direct translation and retranslation. In this case, it is inevitable to discuss problems from the standpoint of translation in China. While simply discussing the issue from the standpoint of Chinese translation, it is unavoidable to cause an error in understanding. Therefore, this article reorganizes the Chinese translation of Korean literature in the 30s, based on the analysis of the existing translation positions of Chinese translators, to contrast the orientation of the original text in Korean academic circles, to interpret the purpose of Chinese translation of Korean literature in 30s. Finally, taking Hu Feng's Shan Ling as an example, from the path of translation, the mainstream ideology that affects translation activities, the translators' view of Poetics, and the translation sponsor, etc., to discuss the proposition of misreading in the translation of Korean literature in the 30s.

The purpose of this study is to investigate the behavior characteristics of new hollow reinforced concrete (RC) bridge pier sections with triangular reinforcement details and to provide the details and reference data. Among the numerous parameters, this study concentrates on the shape of the section, the reinforcement details and the spacing of the transverse reinforcement. Additional eight column section specimens were tested under quasi-static monotonic loading. In this study, the computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), was used. A innovative confining effect model was adopted for new hollow bridge pier sections. This study documents the testing of new hollow RC bridge pier sections with triangular reinforcement details and presents conclusions based on the experimental and analytical findings.

이 논문에서는 이동식 지보를 이용한 MSS공법에 의해 건설되는 콘크리트 교량의 설계 모멘트를 산정하기 위한 관계식을 제안하고 있다. 각 시공 단계에 따른 시간 의존적 거동해석을 통해 교량의 부재력 변화와 처짐 변화를 고찰하였으며 변위와 하중조건을 토대로 한 지배방정식을 구성한 후 복잡한 장기 거동 해석 없이 탄성 해석 결과를 토대로 설계 부재력과 임의의 시간 경과 후 모멘트 변화를 예측할 수 있는 관계식을 구성하였다. 나아가 다양한 예제 해석을 통해 제안한 관계식의 적용성을 검증하였으며 모멘트 포락선을 토대로 보다 합리석인 설계 부재력의 산정 방안을 소개하였다.