PREDICTION METHOD FOR HIGH-RISE BUILDINGS WITH DAMPERS SUBJECTED TO MULTI-SEGMENT EARTHQUAKE BASED ON RESPONSE FROM SINGLE CONSTITUTING EARTHQUAKES

Author:

USUDA Yusaku1,SATO Daiki2,KITAMURA Haruyuki1,MATSUDA Yoriyuki1,KIMURA Yuichi3,YAMAMOTO Yu4,KIMURA Masashi3

Affiliation:

1. Dept. of Architecture, Tokyo Univ. of Science

2. FIRST, Tokyo Institute of Tech.

3. Design and Proposal Division, Taisei Corporation

4. Technology Center, Taisei Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference12 articles.

1. 1) Architectural Institute of Japan : Structural Response and Performance for Long Period Seismic Ground Motions, Architectural Institute of Japan, 2007 (in Japanese)

2. 2) Architectural Institute of Japan : Protecting High-Rise against Long Period Motions –Wisdom to Share among Designers and Engineers–, Architectural Institute of Japan, 2013 (in Japanese)

3. 3) Building Research Institute, “Technical Data and public special page about Measure for Long Period Ground Motions”,
http://www.kenken.go.jp/japanese/contents/topics/lpe/index.html, (Referred on 2017.9.7) (in Japanese)

4. 4) Sato, D., et. al. : Energy Dissipation and Distribution Ratio In a steel High-Rise Building Subjected to Long-Period Ground Motions –E-defense Shaking Table Tests of Partially Extracted Frame–, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol. 75, No. 653, pp. 1217-1226, 2010.7 (in Japanese)

5. 5) Shimada, Y., et. al. : Investigation on Partial Install of Hysteretic Dampers into Lower Stories of High-Rise Building, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol. 75, No. 649, pp. 549-557, 2010.3 (in Japanese)

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