English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

"Coupled vibration control structures" is a method for reducing earthquake responses by connecting buildings with different periods using dampers. In this paper, two single-degree-of-freedom systems connected with a hysteresis damper are used for the vibration model. The objective of this paper is to reveal the general characteristics of coupled vibration control structures analytically. The criteria of the response control effect are the reduction of the deformation of the buildings. The optimum damper conditions and the relationship between the response control effect and the combination of buildings are investigated. By comparing the deformation of the buildings connected with the optimum damper to that of rigidly connected buildings, equations to predict the effect of vibration control can be obtained.

RESPONSE CONTROL EFFECT OF COUPLED VIBRATION CONTROL STRUCTURES USING HYSTERESIS DAMPER UNDER GROUND MOTION