Efficient response surface method for high-dimensional structural reliability analysis

[1]  A. M. Hasofer,et al.  Exact and Invariant Second-Moment Code Format , 1974 .

[2]  R. Rackwitz,et al.  Structural reliability under combined random load sequences , 1978 .

[3]  P. Bjerager.  Probability Integration by Directional Simulation , 1988 .

[4]  R. Melchers.  Importance sampling in structural systems , 1989 .

[5]  C. Bucher,et al.  A fast and efficient response surface approach for structural reliability problems , 1990 .

[6]  Bruce R. Ellingwood,et al.  A new look at the response surface approach for reliability analysis , 1993 .

[7]  John Dalsgaard Sørensen,et al.  Reliability-Based Optimization in Structural Engineering , 1994 .

[8]  R. Grandhi,et al.  Safety index calculation using intervening variables for structural reliability analysis , 1996 .

[9]  Sang Hyo Kim,et al.  Response surface method using vector projected sampling points , 1997 .

[10]  Robert E. Melchers,et al.  Effect of response surface parameter variation on structural reliability estimates , 2001 .

[11]  N. Gayton,et al.  CQ2RS: a new statistical approach to the response surface method for reliability analysis , 2003 .

[12]  C. S. Manohar,et al.  An improved response surface method for the determination of failure probability and importance measures , 2004 .

[13]  Christian Onof,et al.  An adaptive response surface method for reliability analysis of structures with multiple loading sequences , 2005 .

[14]  Charles Elegbede,et al.  Structural reliability assessment based on particles swarm optimization , 2005 .

[15]  I. Kaymaz,et al.  A response surface method based on weighted regression for structural reliability analysis , 2005 .

[16]  Alain Sellier,et al.  Probabilistic approach to corrosion risk due to carbonation via an adaptive response surface method , 2006 .

[17]  Byung Man Kwak,et al.  Response surface augmented moment method for efficient reliability analysis , 2006 .

[18]  Y. Xie,et al.  Convergent and mesh-independent solutions for the bi-directional evolutionary structural optimization method , 2007 .

[19]  Qiusheng Li,et al.  A new artificial neural network-based response surface method for structural reliability analysis , 2008 .

[20]  Henri P. Gavin,et al.  High-order limit state functions in the response surface method for structural reliability analysis , 2008 .

[21]  A. Sellier,et al.  Adaptive response surface method based on a double weighted regression technique , 2009 .

[22]  A. Kiureghian,et al.  Aleatory or epistemic? Does it matter? , 2009 .

[23]  Soo-Chang Kang,et al.  An efficient response surface method using moving least squares approximation for structural reliability analysis , 2010 .

[24]  Min-Gyu Im,et al.  Reliability-based topology optimization using successive standard response surface method , 2011 .

[25]  Vincenzo Ilario Carbone,et al.  An improvement of the response surface method , 2011 .

[26]  Zhiping Qiu,et al.  An efficient response surface method and its application to structural reliability and reliability-basedoptimization , 2013 .

[27]  Yunkai Gao,et al.  Multiobjective reliability-based optimization for design of a vehicledoor , 2013 .

[28]  Michel Salaün,et al.  A new adaptive response surface method for reliability analysis , 2013 .

[29]  A. Hadidi,et al.  A new hybrid algorithm for simultaneous size and semi-rigid connection type optimization of steel frames , 2015 .