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대북 평화·비핵화 메시지의 담화분석: 설득을 위한 언어 및 담화 전략과 효과에서의 한계
이원표(Lee, Won Pyo) 한국언어학회 2021 언어 Vol.46 No.2
The present study explores the strategies for, and limitations of, persuasion in messages concerning the peace process and denuclearization sent by Jae-In Moon, the President of the Republic of Korea, to North Korea. After analyzing the linguistic and discoursal strategies he used to achieve his goals in terms of the three aspects of ‘field’,‘mode’ and ‘tenor’ (Halliday & Hasan 1985), this article examines possible reasons for the partial successes achieved during the course of some peace process and the ultimate failure of attempts to realize North Korean denuclearization. Detailed analysis of nineteen speeches and remarks made by the President reveals that at least six macro-acts (including ‘presenting visions’ and ‘guaranteeing North Korea’s security’), seven cognitive and pragmatic strategies (such as ‘recontextualization’, ‘topos’ and ‘rhetoric of temporality’) and three interpersonal strategies (‘effective stance’, ‘politeness’ and ‘emphasizing ethnic identity’) can be identified respectively in each of the three aspects. The first half of the discussion reexamines these linguistic and discoursal strategies using Aristotle’s theory of rhetoric and suggests how the four elements of ‘logos’, ‘ethos’, ‘pathos’, and ‘timing’ might have contributed to the brevity of ‘honeymoon’ period between the two Koreas. The second half of the discussion applies Mitchell (2000)’s theory of analysis of conflicts and suggests that his notion of ‘respondibility’, among others, explains the ultimate failure of the peace process as a whole. This article concludes with two insights derived from an analysis of the nature of peace discourse and a social-psychological approach to persuasion.
홍원표(Hong Won Pyo),이광우(Lee Kwang Wu),조삼덕(Cho Sam Deok),이재호(Lee Jae Ho) 대한토목학회 2007 대한토목학회논문집 C Vol.27 No.5
국내현장에서 수집된 43개 교대의 측방이동 실측자료에 대한 분석을 통해 말뚝기초교대의 측방이동을 간편하게 평가할 수 있는 방안을 제안한다. 실측된 교대측방변위를 고려하여 연약지반의 비배수전단강도와 교대배면에 작용하는 상재압의 관계를 분석한 결과, 교대 배변의 뒤채움으로 인한 상재압이 연약지반 비배수전단강도의 3배보다 작은 경우에는 실측된 교대변위가 국내 교대의 측방이동 허용치인 15㎜ 이내인 것으로 나타나, 교대 유지관리에 문제가 발생하지 않았다. 그러나 상재압이 연약지반 비배수전단강도의 3배~8.3배인 경우는, 교대변위가 15㎜~50㎜ 발생하는 것으로 나타났다. 따라서 이 경우 교대의 측방이동을 고려한 설계를 수행함으로써, 교대 측방변위를 허용치인 15㎜ 이하로 감소시켜야 한다. 특히 상재압이 비배수전단강도의 8.3배 이상이면, 50㎜ 이상의 심각한 교대변위가 발생할 수 있기 때문에, 적절한 교대 측방이동 대책공법이 강구되어야 하는 것으로 나타났다. 이러한 결과는 상재압과 비배수전단강도의 상관관계를 나타내는 사면지반의 안정수를 이용하면 측방유동지반상 말뚝기초교대의 측방이동 가능성을 간편하게 평가할 수 있음을 의미한다. 반면에 측방유동지수와 측방이동판정지수는 교대 실측변위 및 사면안전율과 상관성이 높지 않았다. 이는 경험지수만으로 교대의 측방이동 여부를 판정하는 것은 합리적이지 않음을 의미한다. 따라서 교대를 포함한 사면의 안정수가 3보다 크면, 교대기초말뚝의 사면안정 기여효과와 교대의 허용측방변위를 반영한 사면안정해석을 통해 교대 측방이동 여부를 면밀히 검토해야 한다. Field monitoring data for forty three piled bridge-abutments were investigated to suggest an evaluation method on lateral movement of the abutments. As the results of the investigation, if the surcharge pressure by backfills behind the piled-bridge abutment is less than 3 times the undrained shear strength of the soft grounds, the lateral displacement of the abutments was within 15 ㎜. Therefore, the abutment can be maintained without any problems because the abutment will move laterally within an allowable movement range. However, if the surcharge pressure is between 3 times and 8.3 times the undrained shear strength of the soft grounds, the abutments moved laterally between 15 ㎜ and 50 ㎜. In this case, the lateral displacement of the abutment should be considered on the design because the displacement may be considerable. Moreover, if the surcharge pressure behind the abutments is greater than 8.3 times the undrained shear strength of the soft grounds, the lateral displacement of the abutments could be more than 50 ㎜. In this case, a reasonable countermeasure should be applied to prevent excessive lateral displacement of the abutment, or the design of the abutment should be changed because the lateral movement is severe enough to severely damage the abutment. In tum, the stability number, which is the ratio of the surcharge pressure to the undrained shear strength can be used as the simplified empirical index to evaluate the possibility of lateral movement of abutments. However, both the lateral flow index and the lateral movement judgement index do not always show good relationship with not only the lateral displacement of the abutments but also the safety factor of slopes. Therefore, It is not always suitable to predict the lateral movement of abutments by using only conventional empirical indexes. These empirical indexes should be used together with the safety factor of slope with consideration of the allowable limit of the lateral displacement of the abutment.
이원표(Lee Won Pyo) 담화·인지언어학회 2009 담화와 인지 Vol.16 No.3
This paper seeks to explore the linguistic and discoursal realizations as well as the hybrid/evolutionary nature, of ‘news analysis’, a new genre in Korean newspapers, within the framework of ‘genre analysis’ (Swales 1990; Ayers 2008) and ‘media discourse’ (van Dijk 1988; Bell 1991). On the discourse level, the present analysis examines 'headlines', 'layout', and 'discourse structure' of the new genre, and shows that it is composed of four main discourse categories (introducing topics, providing background, analyzing/diagnosing, and providing argumentation for the analysis/diagnosis). In addition, it demonstrates that the last two categories are further substantiated by more specific speech acts (such as 'interpreting' and 'predicting', etc.) and various rhetorical structures (including 'evidence' and 'elaboration', etc.), respectively. The genre turns out to have some linguistic characteristics as well, in terms of the uses of present/future tense, direct quotations, speech verbs, and textual and interactional metadiscourse markers. Based on the results, this paper suggests not only that 'news analysis' has a hybrid nature, revealing more similarities with 'editorials' rather than 'news reportage', but also that it is still undergoing further changes in 'layout', 'discourse structure' and 'expressing ideologies'. This article concludes with some discussion on the hybrid/evolutionary nature of the genre, drawing on some theoretical concepts including ‘genre chains’, ‘intertextuality’, ‘macro-argument structure’, and the possibility of manipulation.
홍원표(Won Pyo Hong),이재호(Jae Ho Lee),조삼덕(Sam-Deok Cho),이광우(Kwang Wu Lee) 한국토목섬유학회 2006 한국토목섬유학회 학술발표회 Vol.2006 No.4
Geosynthetic-reinforced and pile-supported (GRPS) systems have been used for several application fields in foreign countries. A series of researches have been performed to evaluate the effects of GRPS system in the internal field which is supposed damage due to lateral soil movement in soft ground. This paper describes a design case of GRPS system which is used as countermeasure against lateral movement of piled bridge abutment on soft ground. Useful design method for GRPS system is proposed through a design case