抄録
There are some types of damper to reduce the building vibration such as earthquakes. It is important for every damper to evaluate the stiffness of its component for the accurate formula of damper characteristics. This paper's Part1 showed the relationship among damping component, integrating components and supporting members in the viscous-type damper of the brace type, and 2 kinds of the damper characteristic formulas that were detailed and approximate. It proved that the approximate formula was accurate like the detailed one and it could be used in time response analyses. This paper shows characteristics in the viscous-type damper of the wall type with the method same as Part1's. The formula of the wall type damper is more complex than that of the brace type, because shearing and bending forces are generated at the same time and the latter force depends on the aspect ratio of the damper shape.
