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http://dx.doi.org/10.9712/KASS.2013.13.2.083

Experimental Study of Strength and Ductility on Masonry Wall Frame and Shear Wall Frame Subjected to Cyclic Lateral Loading  

Lee, Ho (Kyungpook National Univ. School of Convergence & Fusion system Engineering)
Byeon, Sang-Min (Kyungpook National Univ. School of Architecture and Urban Environmental Engineering)
Jung, Hwan-Mok (Kyungdong Univ. Urban Space Design on Architecture)
Lee, Taick-Oun (Yeungnam College of Science & Technology, Department of Architecture)
Publication Information
Journal of Korean Association for Spatial Structures / v.13, no.2, 2013 , pp. 83-91 More about this Journal
Abstract
The core aim of this dissertation is to empirically scrutinize a strength characteristic of beam-column frame subjected to the cyclic lateral load, a beam-column frame of un-reinforced masonry wall, and a shear wall frame. First and foremost, I embark upon making three prototypes vis-$\grave{a}$-vis this research. By conducting this process, I touch on an analysis of cyclic behavior and a damage characteristic of the beam-column frame, the beam-column frame of un-reinforced masonry wall, and the shear wall frame. What is more, through the previous procedure, the next part delves into the exact stress transfer path and the destructive mechanism to examine how much and how strong the beam-column frame of un-reinforced Masonry Wall does have a resistance capacity against earthquake in all the architecture constructed by the above-mentioned frame, as well as school buildings. In addition to the three prototypes, two more experimental models, a beam-column frame and shear wall frame, are used to compare with the beam-column frame of un-reinforced masonry wall. Lastly, the dissertation will suggest some solutions to improve the resistance capacity against earthquake regarding all constructions built with non bearing wall following having examining precisely all the analysis with regard to not only behavior properties and the damage mechanism of the beam-column frame and the beam-column frame of un-reinforced Masonry Wall but also the resistance capacity against earthquake of non bearing wall and school buildings.
Keywords
Lateral load; Ductility; Energy dissipation; Beam-column frame; Masonry wall frame; Shear wall frame;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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