In Situ Test of School Buildings Retrofitted with External Steel-Framing Systems

doi:10.1061/(ASCE)ST.1943-541X.0001063

Chia Nan University of Pharmacy & Science Institutional Repository > 環境永續暨休閒學院 > 職業安全衛生系(含防災所) > 期刊論文 > Item 310902800/29591

Please use this identifier to cite or link to this item: https://ir.cnu.edu.tw/handle/310902800/29591

標題:	In Situ Test of School Buildings Retrofitted with External Steel-Framing Systems
作者:	Shih, C. T. Chu, S. Y. Liou, Y. W. Hsiao, F. P. Huang, C. C. Chiou, T. C. Chiou, Y. C.
貢獻者:	職業安全衛生系
關鍵字:	School buildings External steel-framing systems In situ push-over test Seismic capacity assessment Concrete and masonry structures
日期:	2015-01
上傳時間:	2016-04-19 19:01:19 (UTC+8)
出版者:	Asce-Amer Soc Civil Engineers
摘要:	In situ push-over experiments and analytical assessments were conducted in this study to investigate the seismic capacity of RC school buildings at the Guan-miao Elementary School in Tainan City, Taiwan. Both prototype and external steel-framing specimens were constructed and compared. Reinforcements with steel channels were adhered to the captive columns and their adjacent beams in the weak direction, to retrofit the school building through the creation of external steel-framing systems. The design and construction procedures of the beam-column connection are introduced, as well as detailed drawings of the column-base anchorage system, both of which are key to the effects of the proposed retrofitting method. The experimental results show that the steel-framing system can be firmly bonded to the retrofitted specimen, providing continuous stress transference from the beam-column joints to the steel channels. The failure mode of the retrofitted captive columns was shifted from shear failure, as seen with the prototype specimen, to flexural-shear failure, with the retrofitted one. Both the experimental and analytical results show the following: The maximum total base shear strength increases 2.11 times, the total enclosed area of the stored energy increases 2.20 times, and ductility capacity increases 1.31 times. The external steel-framing systems proposed in this work can thus effectively enhance the base shear strength and the ductility of the specimens. (C) 2014 American Society of Civil Engineers.
關聯:	Journal of Structural Engineering, v.141 n.1 S1, Article ID D4014002
Appears in Collections:	[職業安全衛生系(含防災所)] 期刊論文

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