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Application of Isolation to High-Rise Buildings: A Japanese Design Case Study through a U.S. Design Code Lens
Author(s) -
Becker Tracy C.,
Yamamoto Shunji,
Hamaguchi Hiroki,
Higashino Masahiko,
Nakashima Masayoshi
Publication year - 2015
Publication title -
earthquake spectra
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.134
H-Index - 92
eISSN - 1944-8201
pISSN - 8755-2930
DOI - 10.1193/052813eqs136m
Subject(s) - isolation (microbiology) , base isolation , architectural engineering , popularity , code (set theory) , engineering , building code , building design , civil engineering , structural engineering , computer science , mechanical engineering , political science , law , set (abstract data type) , frame (networking) , microbiology and biotechnology , biology , programming language
Base isolation of high-rise buildings has been growing in popularity in Japan, yet it is uncommon in most of the world. While tall buildings already have long periods and thus lower input accelerations, the addition of isolation can decrease inter-story drifts and greatly decrease floor acceleration, protecting building content. By protecting building content, high-rises can be kept fully operational and occupiable after earthquakes. The Japanese design code has clearly outlined procedures for designing isolated high-rises, facilitating the implementation of isolation; however, other design codes—and specifically the U.S. code—make the adoption of isolation difficult for these buildings. Using a design representative of typical isolated high-rises in Japan, it is shown that while isolation is feasible under U.S. design levels, requirements are much more stringent, and some changes from the Japanese design would be required to make the design acceptable under the U.S. code.

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