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《Journal of Building Structures》 2015-05
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Random damage and evaluation analysis of recycled aggregate concrete frame structure under seismic load

FAN Yujiang;YU Binshan;WANG Sheliang;School of Architecture,Chang'an University;School of Civil Engineering,Chang'an University;College of Civil Engineering,Xi'an University of Architecture and Technology;  
According to the bidirectional shaking table-simulation tests on a 1 ∶ 4 scaled model of three-story frame model with recycled aggregate concrete( RAC),variation of the frequency,damping and inter-story drift of the model was analyzed. The results indicate that the RAC frame structure has good seismic resistance capacity. The damage model of the overall RAC structures was proposed with synthetically considering frequency,damping ratio,stiffness,modal number in X and Y directions of the structures. Meanwhile,the type of structures and measurement method of natural frequency were also taken into account in the model. The damage level of RAC structures was analyzed with the damage model. Meanwhile,considering the result and existing codes,five synthetical damage level standards for RAC structures were established. Finally,a quick calculation formula for the RAC structural damage indicators was fitted in order for the application of practical engineering. The results show that the damage results based on the proposed model are consistent with the experimental phenomena,which can be applied to the analysis of the earthquake damage and quantitative assessment for actual RAC structures.
【Fund】: 国家自然科学基金项目(51178388);; 陕西省重点实验室科研计划项目(2013SZS01-Z02)
【CateGory Index】: TU375.4;TU317
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