SHERP

강화유리 가드 및 핸드레일 구조시스템의 실물대 실험에 의한 성능평가
Structural Performance Evaluation of Tempered Glass Duard and Handrail System Based on Full-Scale Test

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Authors
김선웅; 박동순; 이철호
Issue Date
2006-01
Publisher
대한건축학회 = Architectural Institute of Korea
Citation
대한건축학회논문집 구조계, 22(1), 2006
Keywords
강화유리가드 및 핸드레일실물대Tempered GlassGuard and HandrailFull-Scale Test
Abstract
This paper summarized full-scale test results on tempered glass guard and handrail systems unreinforced with structural framework. This cantilevered system has low redundancy and glass material itself is brittle. Depending on the connection type, stress concentration at the connection appears unavoidable. The resulting failure mode is very sudden and dangerous so that the structural safety should be controlled with a higher margin. Two connection types of frequent use were tested and evaluated based on full-scale test specimens. Specimens with bolted connection showed inferior performance due to brittle fracture arising from stress concentration while plastered connection specimens exhibited excellent performance even under cyclic loading.
ISSN
1226-9107
Language
Korean
URI
http://hdl.handle.net/10371/8407
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
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