Experiment study on RC frame retrofitted by the external structure |
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| Authors: | Chunyang Liu Junji Shi Kuramoto Hiroshi Takashi Taguchi Takashi Kamiya |
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| Institution: | 1.College of Civil Engineering,Shandong Jianzhu University,Jinan,China;2.Division of Global Architecture,Graduate School of Engineering, Osaka University,Osaka,Japan;3.Earthquake Engineering Technology Institute,Yahagi Construction Co., Ltd,Nagoya,Japan |
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| Abstract: | A new retrofitting method is proposed herein for reinforced concrete (RC) structures through attachment of an external structure. The external structure consists of a fiber concrete encased steel frame, connection slab and transverse beams. The external structure is connected to the existing structure through a connection slab and transverse beams. Pseudostatic experiments were carried out on one unretrofitted specimen and three retrofitted frame specimens. The characteristics, including failure mode, crack pattern, hysteresis loops behavior, relationship of strain and displacement of the concrete slab, are demonstrated. The results show that the load carrying capacity is obviously increased, and the extension length of the slab and the number of columns within the external frame are important influence factors on the working performance of the existing structure. In addition, the displacement difference between the existing structure and the outer structure was caused mainly by three factors: shear deformation of the slab, extraction of transverse beams, and drift of the conjunction part between the slab and the existing frame. Furthermore, the total deformation determined by the first two factors accounted for approximately 80% of the damage, therefore these factors should be carefully considered in engineering practice to enhance the effects of this new retrofitting method. |
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