DAMAGE CONTROL OF PASSIVELY VIBRATION-CONTROLLED MID AND HIGH RISE BUILDINGS CONSIDERING PLASTICITY BEHAVIOR OF FRAMES : Damage prediction of steel structure with buckling-restrained braces
Year: 2005
Type: article
Abstract: Mid and high rise buildings having a natural period of about one second suffer inevitable damage under severe earthquake ground motion, although dampers are installed. This study is to clear up the effect of frame plasticity to seismic response deformation on passively vibration-controlled buildings. Based on the equivalent linearization technique, it is shown that response deformation is increased by frame plasticity but increment is few and the relationship between amount of dampers and main-frame damage can be estimated quantitatively.
DOI: 10.3130/aijs.70.59_2
Authors: Masahito KOBAYASHI, Norihiko HAYASHI, Yasukazu IZAWA, Tadaki KOH
Institutions: Meiji University, Nihon Sekkei, Inc. (Japan)
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: bronze
OpenAlex ID: W2571983409