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Barriers to inclusive higher education in Thailand: voices of blind students
Theeraphong Bualar 서울대학교 교육연구소 2018 Asia Pacific Education Review Vol.19 No.4
Higher education for disabled people is an important factor that can improve their living standards in the long run but, in Thailand, little is known about the interplay between inclusive higher education practices and disabled students. This article, therefore, sets forth a qualitative method for investigating barriers that affect the inclusive higher education participation of blind students. Findings drawn from face-to-face interviews with 12 blind students clearly indicate that unfriendly physical environments on campus, lecturers’ inaccurate understanding of inclusive education, and inclusive higher education policy inconsistencies limit their active learning opportunities. The author recommends that senior university administrators introduce sharply tailored interventions to adopt universal design concepts, appropriate academic adjustments, and campus-wide inclusive practices that contribute to supporting the educational achievement of blind students.
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Involvements of Stress Triaxiality in the Brittle Fracture during Earthquakes in Steel Bridge Bents
Hiroshi Tamura,Eiichi Sasaki,Hitoshi Yamada,Hiroshi Katsuchi,Theeraphong Chanpheng 한국강구조학회 2009 International Journal of Steel Structures Vol.9 No.3
Stress triaxiality is proposed as one of the key parameters to discuss the cause of brittle fracture during earthquakes in steel structures. This study analytically investigated the features of stress triaxiality in steel bridge bent subjected to earthquakes. The target structure is a steel bridge bent actually fractured during the South Hyogo prefecture Earthquake. From the investigations, it was confirmed that high stress triaxiality was generated at a point supposed as fracture origin. There is a possibility that the triaxiality was involved in the fracture strongly through the increase of maximum principal stress. Moreover, from the analyses accounting for several kinds of large earthquake waveforms, it was indicated that threre is possibility that the distribution of triaxiality around the fracture origin was not affected by significantly by each cycle and each waveform. Stress triaxiality is proposed as one of the key parameters to discuss the cause of brittle fracture during earthquakes in steel structures. This study analytically investigated the features of stress triaxiality in steel bridge bent subjected to earthquakes. The target structure is a steel bridge bent actually fractured during the South Hyogo prefecture Earthquake. From the investigations, it was confirmed that high stress triaxiality was generated at a point supposed as fracture origin. There is a possibility that the triaxiality was involved in the fracture strongly through the increase of maximum principal stress. Moreover, from the analyses accounting for several kinds of large earthquake waveforms, it was indicated that threre is possibility that the distribution of triaxiality around the fracture origin was not affected by significantly by each cycle and each waveform.
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