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Published in:
New Structural Seismic Isolation System Read chapter Read first chapter

2019 | OriginalPaper | Chapter

2. Development of Resilient Seismic Response Control with a Semi-active System

Authors : Yoichi Mukai, Hideo Fujitani

Published in: Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering

Publisher: Springer International Publishing

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Abstract

An approach to develop resilient structures using seismic response control with a semi-active system is introduced. Actual system performance of control device installing to the practical building structure is evaluated with a RTHS (real-time hybrid simulation) test and an online simulator with the shaking table of Kobe University is used. Specifications of this online simulator system are explained in detail. As one example operating the RTHS tests, performance evaluation for the mid-story isolated building structure controlled by a semi-active device is focused. First, mechanical properties of the testing apparatus of the MR (magneto-rheological) rotary inertia mass damper used for semi-active control are quantified by the device tests, and then numerical simulation model of this damper is provided. Next, the RTHS test studies are operated and the test results are compared with the pure numerical simulation results by the fully modeled analyses. Validity of this online simulator and exactness of numerical model of the semi-active damper are confirmed. Moreover, reproducibility and reliability of the operation for the RTHS tests are evaluated by observing the displacement and the acceleration generated on the shaking table. As a result, it is assured that both the target displacement and acceleration of the shaking table were accurately reproduced under the real-time calculation in this online simulator. And it is confirmed that performance evaluations for the actual test specimen of the semi-active control device were also accurately done through the RTHS test method by using the shaking table.

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Literature
Aoyama Y, Fujitani H, Mukai Y (2013) Proposal of semi-active control with variable rotational inertia force damper in base-isolated layer. Summaries of Technical Papers of Annual Meeting AIJ, Structure B-2, pp 401–402 (in Japanese)
Aoyama Y, Fujitani H, Ito M, Mukai Y, Shibata K, Sato Y (2014) Response reduction by passive and semi-active control of base-isolation system by using magneto-rheological rotary inertia damper against near-fault pulse and long-period ground motions. In: Proceedings 6th world conference on structural control and monitoring (6WCSCM), Barcelona, Spain, pp 1223–1230
Architectural Institute of Japan (2007) Structural response and performance for long period seismic motions. AIJ, Japan (in Japanese)
Architectural Institute Japan (2013a) Extreme ground motions and seismic performance evaluation of building—how to prepare for mega subduction and inland earthquakes. AIJ, Japan (in Japanese)
Architectural Institute Japan (2013b) Design recommendations for seismically isolated buildings, 4th edn. AIJ, Japan (in Japanese)
Architectural Institute Japan (2016) Design recommendations for seismically isolated buildings (Written in English). AIJ, Digital Contents Distribution, Japan
Asai T, Chang C, Spencer BF Jr (2015) Real-time hybrid simulation of a smart base-isolated building. J Eng Mech ASCE 141(3):04014128CrossRef
Christenson R, Lin Y, Emmons A, Bass B (2008) Large-scale experimental verification of semiactive control through real-time hybrid simulation. J Struct Eng ASCE 134(4):522–534CrossRef
Fujii H, Hiwatashi T, Fujitani H, (2007) Shaking table test of semi-active control for base-isolation system by MR-damper applied with optimal regulator theory: effect of changing weighting matrix. J Struct Constr Eng AIJ 72(618):73–79 (in Japanese)
Isoda K, Hanzawa T, Tamura K, (2009) A study on response characteristics of a SDOF model with rotating inertia mass dampers. J Struct Constr Eng AIJ 74(642):1469–1476 (in Japanese)
Ito A, Kawasaki R, Fujitani H (2011) Effectiveness of real time hybrid test in semi-active controlled base isolation system. J Struct Constr Eng AIJ 76(663):891–897 (in Japanese)
Ito M, Yoshida S, Fujitani H, Sato Y (2015) Semi-active control of mid-story isolated building by MR rotary inertia mass damper: Part 1 and Part 2. Summaries of Technical Papers of Annual Meeting AIJ, Structure B-2, pp 623–626 (in Japanese)
Nagashima I, Shinozaki Y, Maseki R, Sanui Y, Kitagawa Y (2010) Sliding mode control of base-isolation system using semi-active hydraulic damper. J Struct Constr Eng AIJ 75(649):511–519 (in Japanese)
Shao X, Reinhorn AM, Sivaselvan MV (2011) Real-time hybrid simulation using shaking tables and dynamic actuators. J Struct Eng ASCE 137(7):748–760CrossRef
Taga K, Kamei I, Sumi A, Kondo K, Hayashi Y, Miyamoto Y, Inoue K (2011) Research on design input ground motion and design method of building for Uemachi fault earthquake. Summaries of Technical Papers of Annual Meeting AIJ, Structure B-1, pp 127–130 (in Japanese)
Yoshida K, Fujio T (2001) Bilinear optimal control theory and its application to semi-active vibration isolation control. J Trans JSME 67(656):992–998 (in Japanese)CrossRef
Yoshida S, Fujitani H, Mukai Y, Ito M (2016) Real time hybrid tests of semi-active control using shaking table—proposal and verification of test method for mid-story isolated buildings. J Struct Constr Eng AIJ 81(729):1821–1829 (in Japanese)
Metadata
Title
Development of Resilient Seismic Response Control with a Semi-active System
Authors
Yoichi Mukai
Hideo Fujitani
Copyright Year
2019
Book
Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering

Print ISBN: 978-3-319-93156-2

Electronic ISBN: 978-3-319-93157-9

Copyright Year: 2019

DOI
https://doi.org/10.1007/978-3-319-93157-9_2

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