Investigations on influence of erection process on buckling of large span structures by a novel numerical method
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[1] Li Zixu. The analysis of whole erection process for steel shell of National Grand Theatre , 2005 .
[2] Jose Antonio Lozano-Galant,et al. Analysis of the construction process of cable-stayed bridges built on temporary supports , 2012 .
[3] Zhen Zhou,et al. Construction process analysis for a single-layer folded space grid structure in considering time-dependent effect , 2012 .
[4] Qiu Dong-rui. Application of Genetic Optimization and Neural Network Method in Tunnel Construction , 2009 .
[5] Jin Cheng,et al. Optimum design of steel truss arch bridges using a hybrid genetic algorithm , 2010 .
[6] Zhongwei Zhao,et al. The step-by-step model technology considering nonlinear effect used for construction simulation analysis , 2015 .
[7] T. K. Radhakrishnan,et al. Real-coded genetic algorithm for system identification and controller tuning , 2009 .
[8] Zhao Lihua. Simulation analysis on steel structure erection procedure of the National Stadium , 2007 .
[9] R. J. Wales,et al. An integrated simulation model for construction , 1996, Simul. Pract. Theory.
[10] Zheng Jun-hua. OPTIMAL ANALYSIS OF TENSIONING CABLES FOR PRESTRESSED STEEL STRUCTURE BASED ON IMPROVED GENETIC ALGORITHM , 2009 .
[11] Fu Bing. AN OPTIMAL SCHEME FOR HOISTING LARGE-SCALE SLENDER REINFORCED CONCRETE COLUMNS , 2005 .
[12] Hongbo Liu,et al. Thermal and integral lifting analysis of a lattice shell lighting roof based on genetic algorithm and probabilistic design , 2015 .