PREDICTION METHOD FOR HIGH-RISE BUILDINGS WITH DAMPERS SUBJECTED TO MULTI-SEGMENT EARTHQUAKE BASED ON RESPONSE FROM SINGLE CONSTITUTING EARTHQUAKES - Case of the Tokai-Tonankai-Nankai multi-segment earthquake along the Nankai trough -
Journal of Structural and Construction Engineering (Transactions of AIJ)
巻, 号, ページ
Vol. 83
No. 747
pp. 687-697
出版年月
2018年5月
出版者
和文:
日本建築学会
英文:
Architectural Institute of Japan
会議名称
和文:
英文:
開催地
和文:
英文:
ファイル
アブストラクト
This paper proposes a method to predict the response of high-rise buildings with dampers subjected to multi-segment earthquake by the single earthquakes. Time-history analyses of high-rise building models with dampers are carried-out for multi-segment earthquake and single earthquake responses. By these analyses, a method is proposed to predict the maximum response and cumulative damage from multi-segment earthquake by using single earthquakes. The proposed prediction method is verified by comparing its results with those of seismic response analysis.