Topology optimization of supporting structure for seismic response reduction of an arch

[1]  Y. M. Parulekar,et al.  PASSIVE RESPONSE CONTROL SYSTEMS FOR SEISMIC RESPONSE REDUCTION: A STATE-OF-THE-ART REVIEW , 2009 .

[2]  Makoto Ohsaki,et al.  Shape-Size Optimization of Plane Trusses with Designer’s Preference , 1998 .

[3]  M. Ohsaki,et al.  Parameter Optimization of Three-Directional Tuned Mass Damper for Seismic Response Control , 2015 .

[4]  Koichi Ohami A SIMPLE APPROXIMATION FORMULA OF MODAL CORRELATION COEFFICIENT IN CQC METHOD AND ITS APPLICATION EXAMPLES , 1999 .

[5]  Makoto Ohsaki,et al.  TOPOLOGY OPTIMIZATION OF COMPLIANT MECHANISMS FOR VERTICAL SEISMIC ISOLATION OF SPATIAL STRUCTURES , 2009 .

[6]  Pan Peng,et al.  Engineering practice of seismic isolation and energy dissipation structures in China , 2012 .

[7]  Iman Hajirasouliha,et al.  Topology optimization for the seismic design of truss-like structures , 2011 .

[8]  Makoto Ohsaki,et al.  Configuration Optimization of Clamping Members of Frame-Supported Membrane Structures , 2011 .

[9]  J. E. Taylor,et al.  On the prediction of material properties and topology for optimal continuum structures , 1997 .

[10]  Edward L. Wilson,et al.  A replacement for the srss method in seismic analysis , 1981 .

[11]  M. Ohsaki Genetic algorithm for topology optimization of trusses , 1995 .

[12]  Makoto Ohsaki,et al.  Seismic response of building frames with flexible base optimized for reverse rocking response , 2014 .

[13]  Yozo Fujino,et al.  Optimal tuned mass damper for seismic applications and practical design formulas , 2008 .

[14]  Scott A. Burns,et al.  Recent advances in optimal structural design , 2002 .

[15]  Michael A. Saunders,et al.  SNOPT: An SQP Algorithm for Large-Scale Constrained Optimization , 2002, SIAM J. Optim..

[16]  M. Bendsøe,et al.  Topology Optimization: "Theory, Methods, And Applications" , 2011 .

[17]  Zhenzhou Lu,et al.  A novel global optimization method of truss topology , 2011 .

[18]  Billie F. Spencer,et al.  Damper placement for seismic control of super-long-span suspension bridges based on the first-order optimization method , 2010 .

[19]  Makoto Ohsaki,et al.  Constraint approach to performance-based design of steel moment-resisting frames , 2007 .

[20]  A. Rietz Sufficiency of a finite exponent in SIMP (power law) methods , 2001 .

[21]  R. Boroschek,et al.  Dynamic characteristics of a long span seismic isolated bridge , 2003 .

[22]  M. Hassanain Scott A. Burns (ed.): Recent Advances in Optimal Structural Design. American Society of Civil Engineers, Reston, Virginia, 2002. p. 385 (ISBN 0-7844-0636-7) , 2003 .

[23]  Makoto Ohsaki Optimization of Finite Dimensional Structures , 2010 .

[24]  Makoto Ohsaki,et al.  PARAMETER OPTIMIZATION OF MASS DAMPER CONSISTING OF COMPLIANT MECHANISM FOR BI-DIRECTIONAL CONTROL OF SPATIAL STRUCTURES , 2012 .

[25]  T. E. Bruns,et al.  A reevaluation of the SIMP method with filtering and an alternative formulation for solid–void topology optimization , 2005 .