Publications

This study applies bie-modernist cultural computing to 13 works by contemporary South Korean writers Lee Chang-dong, Kim Ae-ran, and Han Kang. It extracts and compares pre-modern, modern, and post-modern features in the texts to examine bie-modernity in South Korean literature and relate the results to Jang Kyung-sup's theory of compressed modernity. The work extends bie-modernist cultural computing through new research objects, methods, and verification evidence.

This study uses ChatGLM3-6B and P-Tuning v2 to classify 46 fiction texts by Shuang Xuetao, Ban Yu, and Zheng Zhi, the writers known as the 'Three Musketeers of Tie Xi.' It estimates the proportions of pre-modernity, modernity, and post-modernity in the works, then uses the results to examine the bie-modern condition reflected in New Northeast literature and to update the methodology of bie-modernist cultural computing.

Upon subjecting timber structures to simulated seismic loading, the predominant damages are observed to be concentrated at connections. As a result, it is imperative to perform comprehensive inspections and assessments on the timber connections to ensure their continued safe performance in other load conditions. Non-destructive testing techniques, such as X-ray digital radiography technology, have the potential to minimize structural damage and have been widely used in detecting internal defects in steel and concrete structures. In this study, X-ray digital radiography technology is employed for assessing different kinds of damage in connections of timber structures. According to quasi-static loading tests, connections damage include cracks, embedment deformation, and bending of fasteners, etc. Python programming language is leveraged for intelligent identification of those damage features. The algorithm is designed to identify specific damage manifestations, associated parameters, and characteristic descriptions in a systematic manner. This study aims to provide a basis for the intelligent detection of damage in timber structure connections, facilitating the evaluation of the mechanical properties of impaired timber structures when confronted with subsequent hazards (e.g., earthquakes, fires) throughout their service life.