Analysis of Seismic Performance of RC Frame Structure with X-bracings
Sun Ai-fu
Abstract
Sun Ai-fu
Abstract
In order to improve the seismic performance of reinforced concrete(RC) frame structure under strong earthquake,the influences of rational arranging bracings on the seismic performances were investigated.Analysis models of 8-story RC frame without bracing,with steel tube X-bracings and with concrete-filled steel tube X-bracings were built,and Pushover analysis of mechanical behavior under strong earthquake of these models was carried out.The results show that the rational arranging bracings in RC frame structure can efficiently increase the structural lateral stiffness,energy dissipation capacity and seismic performance,and significantly decrease the top displacement and the story drift of the RC frame structure.The seismic effects for different material bracings are not the same,and to analysis models in the paper,the concrete-filled steel tube bracings can provide more seismic effect than the steel tube bracings for the RC frame.
OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In order to improve the seismic performance of reinforced concrete(RC) frame structure under strong earthquake,the influences of rational arranging bracings on the seismic performances were investigated.Analysis models of 8-story RC frame without bracing,with steel tube X-bracings and with concrete-filled steel tube X-bracings were built,and Pushover analysis of mechanical behavior under strong earthquake of these models was carried out.The results show that the rational arranging bracings in RC frame structure can efficiently increase the structural lateral stiffness,energy dissipation capacity and seismic performance,and significantly decrease the top displacement and the story drift of the RC frame structure.The seismic effects for different material bracings are not the same,and to analysis models in the paper,the concrete-filled steel tube bracings can provide more seismic effect than the steel tube bracings for the RC frame.
Key concepts: Structural engineering, Dissipation, Bracing, Frame (networking), Reinforced concrete, Stiffness, Geotechnical engineering, Seismic analysis