Damping identification of a full‐scale passively controlled five‐story steel building structure

[1]  Vitelmo V. Bertero,et al.  Seismic Energy Dissipation Systems for Buildings , 2004 .

[2]  J. Butcher.  The numerical analysis of ordinary differential equations: Runge-Kutta and general linear methods , 1987 .

[3]  Yasutaka Tagawa,et al.  Controller development for the E-Defense shaking table , 2007 .

[4]  Takafumi Fujita,et al.  RESEARCH ABOUT THE ANALYSIS MODEL OF OIL DAMPER UNDER EXTREMELY SMALL EXCITATION , 2006 .

[5]  Michio Iguchi,et al.  SYSTEM IDENTIFICATION OF A BUILDING ALONE WITH THE EFFECT OF DYNAMIC SOIL-STRUCTURE INTERACTION ELIMINATED , 2003 .

[6]  Heki Shibata,et al.  Construction of a three–dimensional, large–scale shaking table and development of core technology , 2001, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[7]  Richard S. Pappa,et al.  A consistent-mode indicator for the eigensystem realization algorithm , 1992 .

[8]  Randall J. Allemang,et al.  A Correlation Coefficient for Modal Vector Analysis , 1982 .

[9]  Robert V. Whitman,et al.  Modal Analysis for Structures with Foundation Interaction , 1973 .

[10]  Shamim N. Pakzad,et al.  Statistical Analysis of Vibration Modes of a Suspension Bridge Using Spatially Dense Wireless Sensor Network , 2009 .

[11]  Masayoshi Nakashima,et al.  Seismic Damage Detection of a Full-Scale Shaking Table Test Structure , 2011 .

[12]  笠井 和彦,et al.  Kelvin体による線形粘弾性ダンパー簡易モデル化と精度に関する考察 : その1 弾性・弾塑性フレームをもつ一質点制振構造の場合 , 2001 .

[13]  Kazuhiko Kasai,et al.  Full-scale tests of passively-controlled 5-story steel building using E-Defense shake table Part 1: Test concept, method, and building specimen , 2009 .

[14]  Kirk A. Grimmelsman,et al.  Mitigating Epistemic Uncertainty in Structural Identification: Case Study for a Long-Span Steel Arch Bridge , 2011 .