No abstract

Steel plate shear walls are lateral load resisting systems consisting of vertical steel plate infills connected to the surrounding beams and columns. One of the parameters affecting the behavior of steel plate shear wall system under lateral load is characteristic of surrounding members. Since there are lots of experimental and analytical studies on steel plate shear walls with I-shaped surrounding members, this research is an experimental study carried out on a one-third scale steel plate shear wall system with box-shaped columns along with further analytical studies. The objectives were to calculate the stiffness, strength and energy dissipation capacity of the specimen and compare them with a very similar system constructed with I-shaped columns. Cyclic loading protocol of ATC-24 was used for test. Obtained experimental results showed a good conformity between box and I-shaped specimens. It is shown that the system can provide good initial stiffness and high ultimate capacity and remain intact under seismic effects. Some analytical studies on failure modes of system with box-shaped columns were also conducted using finite-element software confirming that the columns bottom connections and their flange buckling at that point are one of the most common modes of failure and a triangular reinforcing plate at that point can improve columns connection behavior effectively. KEYWORDSSteel plate shear wall, Box-shaped column, Cyclic behavior, Energy dissipation.