Investigation of failure mechanism of thin steel plate shear wall in RC frame
Maryam BypourBenyamin KioumarsiMahdi Kioumarsi
Department of Civil Engineering,Semnan UniversityDepartment of Civil Engineering and Energy Technology,OsloMet–Oslo Metropolitan University
摘要：In this paper, the behavior of steel plate shear wall（SPSW） in the reinforced concrete frame（RCF） has been studied numerically. Three different connections have been proposed to connect SPSW to RCF. In the first connection, fish plates, while in the second one, combination of fish plates and studs transfer forces between SPSW and RCF. In the third connection, there is no direct connection between the infill plate and RCF, and additional steel frame has been used for connecting of the infill plate. The results demonstrate that, load carrying capacity increases in all the specimens comparing the reference RCF. Investigating the formation sequence of plastic hinges in different specimens demonstrates that there is different sequence in the specimens with different connections.
The 9th International Conference on Advanced Materials Research （ICAMR 2019）