Method for using modular steel hysteresis damper

Use modular steel hysteretic dampers, which relates to a steel hysteretic dampers use. To solve the problems existing seismic energy dissipation damper arrangement does not maximize the energy dissipation damper effect. OK modular steel hysteretic damper installed position; one-half of shear wall height from the floors up in the layers laid damper, and to ensure that the layers plane symmetrical distribution; establishment of the overall structure of dynamic elastoplastic model with analysis software and then determine each coupling beam laid modular steel hysteretic dampers specific quantities and types; each layer of coupling beams laid off at the modular steel hysteretic dampers yield shear coupling beams between small and moderate earthquake of shear inter; selected modules connected steel beams in the middle of the cut, the installation of hysteretic dampers spatial dimensions and even beams fracture rather to ensure that the coupling beam geometry unchanged. The present invention damper arrangement and maximize the energy dissipation of the damper is fully applicable to the seismic design.