STUDY ON THE SHEAR WALL STRUCTURE WITH COMBNED FORM OF REPLACEABLE COMPONENTS
Abstract eng: Earthquake resilient structure is an innovative type of structure developed for the purpose to restore the structure immediately after strong earthquakes. The structures with replaceable components is a kind of earthquake resilient structure. Based on the previous studies, combined form of the replaceable devices were applied in the coupled shear wall in this paper. Replaceable coupling beam and replaceable wall foot were used to concentrate the possible damage in the coupled shear wall. The numerical simulation models were verified by the test results of shear walls with each type of the replaceable devices. Then the shear wall model with the replaceable coupling beam and the replaceable wall foot together was studied in detail through parameter analysis. The results show that the influence of the shear wall capacity is small, and the variable parameters have some influence on the stiffness.
Contributors:
Publisher:
National Technical University of Athens, 2017
Conference Title:
Conference Title:
COMPDYN 2017 - 6th International Thematic Conference
Conference Venue:
Rhodes Island (GR)
Conference Dates:
2017-06-15 / 2017-06-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2017-06-22, last modified 2017-06-22
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