A Study on Structural Performance Considering Connecting Condition of Pillar Type Hysteretic Dampers for R/C Buildings
Abstract eng: In this research, a structural experiment was conducted on a pillar type hysteretic damper applied to a reinforced concrete (RC) building using as a parameter the method of connecting the damper to the reinforced concrete at the base of the damper. Based on the test results, the effects of the joint method on the deformation components in the RC support, load transfer mechanism and the hysteresis characteristics were identified. It was revealed that the building construction using a proposed simple method of joint enables damper performance to develop fully.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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