Control effect for 20-story benchmark building using passive or semiactive device

被引:2
|
作者
Fukukita, A [1 ]
Saito, T [1 ]
Shiba, K [1 ]
机构
[1] Shimizu Corp, Inst Technol, Koto Ku, Tokyo 1358530, Japan
关键词
bench marks; structural control; vibration control; control methods; passive control; damping;
D O I
10.1061/(ASCE)0733-9399(2004)130:4(430)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
in this paper, we study the control effect for a 20-story benchmark building and apply passive and semiactive control devices to the building. First, we take viscous damping walls as a passive control device which consists of two outer plates and one inner plate, facing each other with a small gap filled with viscous fluid.. The damping force is related to the interstory. velocity, temperature, and the shearing area. Next,We take a variable oil damper as a semiactive control device which can produce the control forces by little electrical power. We propose a damper model in which the damping coefficient changes according to the response of the damper and control forces calculated by the controller based on a linear quadratic Gaussian control theory. It is demonstrated from the results of some simulations. that both passive device and semiactive device can effectively reduce the response of the structure in various earthquake motions.
引用
收藏
页码:430 / 436
页数:7
相关论文
共 50 条
  • [1] Semiactive control of the 20-story benchmark building with piezoelectric friction dampers
    Chen, GD
    Chen, CQ
    JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (04) : 393 - 400
  • [2] Application of an SMA-based hybrid control device to 20-story nonlinear benchmark building
    Ozbulut, Osman E.
    Hurlebaus, Stefan
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (13): : 1831 - 1843
  • [3] Nonlinear control of a 20-story steel building with active piezoelectric friction dampers
    Chen, CQ
    Chen, G
    STRUCTURAL ENGINEERING AND MECHANICS, 2002, 14 (01) : 21 - 38
  • [4] Semi-active adaptive control of seismically excited 20-story nonlinear building
    Bitaraf, Maryam
    Hurlebaus, Stefan
    ENGINEERING STRUCTURES, 2013, 56 : 2107 - 2118
  • [5] Semiactive Wind Response Control of 76-story Benchmark Building with Smart Piezoelectric Friction Dampers
    Dong, Ping
    Fan, Jian
    ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 2196 - 2201
  • [6] SEISMIC PERFORMANCE OF A 20-STORY STEEL-FRAME BUILDING IN CANADA
    Yousuf, Md
    Bagchi, Ashutosh
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2010, 19 (08): : 901 - 921
  • [7] Determination of Modal Properties of an Irregular 20-Story Concrete Shear Wall Building
    Moayedi, Ferya
    Soleimani-Dashtaki, Salman
    Ventura, Carlos E.
    DYNAMICS OF CIVIL STRUCTURES, VOL 2, 2015, : 1 - 10
  • [8] A Study on Large-Scale Simulation of a 20-Story Steel Building Structure
    Mizushima, Yasunori
    Mukai, Yoichi
    Ohno, Masahito
    Saruwatari, Tomoharu
    THEORETICAL AND APPLIED MECHANICS JAPAN, 2014, 62 : 159 - 166
  • [9] Design of an Online Adaptive Fractional-Order Proportional-Integral-Derivative Controller to Reduce the Seismic Response of the 20-Story Benchmark Building Equipped with an Active Control System
    Jafarzadeh, Ommegolsoum
    Mousavi Ghasemi, Seyyed Arash
    Zahrai, Seyed Mehdi
    Sabetahd, Rasoul
    Mohammadzadeh, Ardashir
    Vafaei Poursorkhabi, Ramin
    INTERNATIONAL JOURNAL OF INTELLIGENT SYSTEMS, 2024, 2024
  • [10] Semiactive control strategy for a phase II smart base isolated benchmark building
    Chang, Chia-Ming
    Park, Kyu-Sik
    Mullenix, Alan
    Spencer, Billie F., Jr.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2008, 15 (05): : 673 - 696