Multiple Degrees of Freedom Positioning Correction for Hybrid Simulation

This study proposes a high-precision positioning correction method for multiple degree-of-freedom loading units in hybrid simulation. These loading units can impose inaccurate displacements to the specimens due to the elastic deformation at the reaction wall or connections. To compensate for these displacement errors, an online correction method adjusts the displacement command by the difference between the target and achieved displacement. This correction method also accompanies an accurate 6DOF monitoring system to detect the displacement errors. Two examples of hybrid simulation tests are provided to demonstrate the precise displacements attained on the specimens through this control method.

[1]  Amr S. Elnashai,et al.  Experimental investigation of the behavior of RC bridge piers subjected to horizontal and vertical earthquake motion , 2011 .

[2]  Stephen A. Mahin,et al.  Non‐planar pseudodynamic testing , 1995 .

[3]  Billie F. Spencer,et al.  Hybrid Simulation for Earthquake Response of Semirigid Partial-Strength Steel Frames , 2013 .

[4]  Masayoshi Nakashima,et al.  Integration Techniques for Substructure Pseudo Dynamic Test , 1990 .

[5]  Stephen A. Mahin,et al.  EXPERIMENTAL ERROR EFFECTS IN PSEUDODYNAMIC TESTING , 1990 .

[6]  Billie F. Spencer,et al.  Multi-dimensional Mixed-mode Hybrid Simulation Control and Applications , 2007 .

[7]  Ralf Peek,et al.  Error Analysis for Pseudodynamic Test Method. I: Analysis , 1990 .

[8]  Georges Magonette,et al.  Bi‐directional pseudodynamic test of a full‐size three‐storey building , 1999 .

[9]  Stephen A. Mahin,et al.  Cumulative experimental errors in pseudodynamic tests , 1987 .

[10]  Shuenn‐Yih Chang Nonlinear Error Propagation Analysis for Explicit Pseudodynamic Algorithm , 2003 .

[11]  Ralf Peek,et al.  Error Analysis for Pseudodynamic Test Method. II: Application , 1990 .

[12]  Stephen A. Mahin,et al.  An unconditionally stable hybrid pseudodynamic algorithm , 1995 .

[13]  Pui-Shum B. Shing,et al.  Implicit time integration for pseudodynamic tests , 1991 .

[14]  D. H. Lee,et al.  Zeus NL - A System for Inelastic Analysis of Structures , 2004 .

[15]  Amr S. Elnashai,et al.  Probabilistic Seismic Assessment of Structure, Foundation and Soil Interacting Systems , 2007 .

[16]  Thomas Michael Frankie Impact of complex system behavior on seismic assessment of RC bridges , 2013 .