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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Behavior of Reinforced Concrete Frame with New CFRP Units Infilled Wall
New infill units made of the Carbon Fiber Reinforced Polymer (CFRP) have been developed for one of the seismic retrofit technologies. The CFRP shear wall consisted of the CFRP units by epoxy resin bonding. The thickness and the weight of the wall are about 100mm and 41 kg/m2. As for the connections between CFRP shear wall and existing concrete, boundary steel plates are installed with epoxy resin. Three types of reinforced concrete frames with CFRP shear walls were tested under axial and cyclic lateral loads. The parameters of the specimens were anchorage bond strengths and with/without splice plates on unit joints. From the test results, the average shear strength of CFRP shear wall was over 3.5 N/mm2 without splice plates and over 6.4 N/mm2 with splice plates. These values can be enough for the strength of seismic rehabilitation. As for the ductility, the story drift of the wall without splice plates was 0.26 %, that with splice plates 0.74 %. In the additional case of slipping along the anchorage connection, the story drift of the specimen with splice plates was about 2.0 %. From the viewpoints of strength and ductility, the CFRP shear walls with splice plates are better suited for the strength resistant type of seismic rehabilitation.
Seismic Behavior of Reinforced Concrete Frame with New CFRP Units Infilled Wall
New infill units made of the Carbon Fiber Reinforced Polymer (CFRP) have been developed for one of the seismic retrofit technologies. The CFRP shear wall consisted of the CFRP units by epoxy resin bonding. The thickness and the weight of the wall are about 100mm and 41 kg/m2. As for the connections between CFRP shear wall and existing concrete, boundary steel plates are installed with epoxy resin. Three types of reinforced concrete frames with CFRP shear walls were tested under axial and cyclic lateral loads. The parameters of the specimens were anchorage bond strengths and with/without splice plates on unit joints. From the test results, the average shear strength of CFRP shear wall was over 3.5 N/mm2 without splice plates and over 6.4 N/mm2 with splice plates. These values can be enough for the strength of seismic rehabilitation. As for the ductility, the story drift of the wall without splice plates was 0.26 %, that with splice plates 0.74 %. In the additional case of slipping along the anchorage connection, the story drift of the specimen with splice plates was about 2.0 %. From the viewpoints of strength and ductility, the CFRP shear walls with splice plates are better suited for the strength resistant type of seismic rehabilitation.
Seismic Behavior of Reinforced Concrete Frame with New CFRP Units Infilled Wall
Tateishi, Y. (Autor:in) / Jinno, Y. (Autor:in) / Kimoto, Y. (Autor:in) / Hattori, A. (Autor:in)
ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures ; 2009 ; San Francisco, California, United States
07.12.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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