Journal of Structural and Construction Engineering (Transactions of AIJ)
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
A PROPOSAL OF SEISMIC DESIGN LOAD AND EQUIVALENT ISOLATION RATIO OF SEISMICALLY ISOLATED BUILDINGS COMBINED WITH VARIOUS DAMPERS
-Vertical distribution of seismic design load for seismically isolated buildings corresponding to diversity of seismic isolation devices Part 2-
Masahito KOBAYASHIYusuke KOMACHI
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JOURNAL FREE ACCESS

2016 Volume 81 Issue 720 Pages 251-260

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Abstract
 As previously reported, we have proposed a vertical distribution of seismic design load for seismically isolated buildings (SIBs) corresponding to diversity of seismic isolation devices such as hysteretic dampers and fluid dampers. This proposed seismic design load is obtained from the relationship between response amplification caused by higher-mode responses and Isolation ratio which represents structural characteristics of SIBs.
 In this paper, we build a concept of Equivalent Isolation ratio Ieq which has applicability to various dampers in order to simplify an evaluation formula of vertical distribution of seismic design load. Moreover, an effect of the combination application of various dampers on vertical distribution of shear force coefficient of SIBs is analyzed on the basis of Equivalent Isolation ratio Ieq.
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© 2016 Architectural Institute of Japan
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