Hi, I am Qimao Liu, My LiveDNA is 86.9783
 
   
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Dr. Qimao Liu
 
Highest Degree: Ph.D. in Structural Engineering from Guangxi University, China
 
Institute: Aalto University, Finland
 
Area of Interest: Physical Science Engineering
  •   Engineering Structures
  •   High Performance Computing Methodologies
  •   Complex Engineering Structures
  •   Dynamic Reliability Analysis
 
URL: http://livedna.org/86.9783
 
My SELECTED Publications
1:   Liu, Q. and J. Paavola, 2014. Sensitivity and hessian matrix analysis of structural reliability for uniformly modulated random seismic response. Mech. Res. Commun., 62: 155-161.
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2:   Liu, Q. and J. Paavola, 2015. Drift reliability-based optimization method of frames subjected to stochastic earthquake ground motion. Appl. Math. Modell., 39: 982-999.
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3:   Liu, Q. and J. Paavola, 2015. Seismic design procedure of steel frames for multi performance and hazard levels. Adv. Struct. Eng., 18: 59-74.
4:   Liu, Q. and L. Yan, 2007. Transverse beam layout optimization design of automobile frame based on fringe yield criterion law. J. Mach. Design, 24: 31-33.
5:   Liu, Q. and L. Yan, 2008. A seismic structural topology evolutionary optimal design method. Struct. Eng., 24: 71-75.
6:   Liu, Q. and L. Yan, 2008. An optimal design method for special frame structures under severe earthquake loading. Northwestern Seismol. J., 30: 107-112.
7:   Liu, Q. and L. Yan, 2008. Earthquake force design sensitivity and hessian matrix calculation of planar frame. J. Dyn. Control, 6: 360-366.
8:   Liu, Q. and L. Yan, 2008. Seismic optimal design for building structures based on zero and first order optimization algorithms. South China J. Seismol., 28: 26-34.
9:   Liu, Q. and L. Yan, 2008. Topology optimization of three-dimensional elastic continuum based on strain energy and topology representing array. Mech. Sci. Technol. Aerospace Eng., 27: 318-321.
10:   Liu, Q. and L. Yan, 2009. Dynamic reliability calculation of inter-storey drift and storey shearing force of multi-storey and high building structures. Northwestern Seismol. J., 31: 248-253.
11:   Liu, Q. and L. Yan, 2009. Seismic optimal design for building structures using simulated annealing algorithm. J. Ningxia Univ. Nat. Sci. Ed., 30: 333-338.
12:   Liu, Q. and L. Yan, 2010. Dynamic optimization of frame structures using sensitivity calculation based on Newmark method. Eng. Mech., 27: 145-154.
13:   Liu, Q. and L. Yan, 2011. Shape and cross-section optimization of plane truss structures subjected to earthquake excitation using gradient and hessian matrix calculations. J. Beijing Univ. Technol., 37: 395-408.
14:   Liu, Q. and L. Yan, 2011. Shape optimization of truss subjected to dynamic loads using gradient and hessian matrix. J. Mech. Strength, 33: 538-547.
15:   Liu, Q. and L. Yan, 2012. Aseismic optimal design of a frame based on sensitivity analysis. J. Vibr. Shock, 31: 99-105.
16:   Liu, Q. and W. Li, 2005. Section optimization design of steel-concrete continuous composite beams based on the finite element method. J. Chongqing Jianzhu Univ., 27: 68-72.
17:   Liu, Q. and W. Li, 2006. Microstructure topology optimization of capacitive micro-machine accelerometer. Mach. Design Manuf., 6: 10-12.
18:   Liu, Q. and W. Li, 2007. A design method of rib distribution for thin plate structures based on full stress rule. Mach. Design Manuf., 1: 23-24.
19:   Liu, Q. and X. Tang, 2006. Topological optimization of stress restrained 3D elastic body based on full-strain criterion. J. Mach. Design, 23: 16-18.
20:   Liu, Q., 2002. Operating modal parameter identification using random decrement technique and ITD method. J. Guangxi Univ. Technol., 13: 24-26.
21:   Liu, Q., 2004. Optimization design of frame structure of trucks of certain type. J. Guangxi Univ. Technol., 15: 8-12.
22:   Liu, Q., 2005. Optimization design of truss composite beams. Ind. Constr., 35: 318-320.
23:   Liu, Q., 2005. Structure optimization design for automotive frame. Mach. Design Manuf., 4: 1-3.
24:   Liu, Q., 2006. Optimal design of supporting plate with reinforced tendon. Mach. Design Manuf., 2: 29-30.
25:   Liu, Q., 2011. Sensitivity and hessian matrix analysis of evolutionary PSD functions for nonstationary random seismic responses. J. Eng. Mech., 138: 716-720.
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26:   Liu, Q., 2012. Sensitivity and hessian matrix analysis of power spectral density functions for uniformly modulated evolutionary random seismic responses. Finite Elem. Anal. Design, 48: 1370-1375.
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27:   Liu, Q., 2013. Analytical sensitivity and hessian matrix analysis of PSD functions for random seismic responses. Comput. Struct., 120: 120-134.
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28:   Liu, Q., 2014. Computational method of the dynamic response for nonviscously damped structure systems. J. Eng. Mech., Vol. 140. 10.1061/(ASCE)EM.1943-7889.0000806.
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29:   Liu, Q., 2015. Analytical sensitivity analysis of frequencies and modes for composite laminated structures. Int. J. Mech. Sci., 90: 258-277.
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30:   Liu, Q., 2015. Concept design of cardiovascular stents based on load identification. J. Inst. Eng. Ser. C, 96: 99-105.
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31:   Liu, Q., 2015. On the formula of sensitivity analysis of frequencies for composite structures in the paper. Compos. Struct., 125: 58-59.
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32:   Liu, Q., H. Qin and L. Yan, 2009. Influence on horizontal seismic response from variable stiffness ratio between frame structure and piles. J. Guilin Univ. Technol., 29: 88-92.
33:   Liu, Q., J. Paavola and J. Zhang, 2014. Shape and cross-section optimization of plane trusses subjected to earthquake excitation using gradient and hessian matrix calculations. Mech. Adv. Mater. Struct., 10.1080/15376494.2014.949921.
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34:   Liu, Q., J. Zhang and L. Yan, 2009. Response sensitivity and hessian matrix analysis of planar frames subjected to earthquake excitation. Finite Elem. Anal. Design, 45: 695-709.
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35:   Liu, Q., J. Zhang and L. Yan, 2010. A numerical method of calculating first and second derivatives of dynamic response based on Gauss precise time step integration method. Eur. J. Mech. A/Solids, 29: 370-377.
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36:   Liu, Q., J. Zhang and L. Yan, 2010. An optimal method for seismic drift design of concrete buildings using gradient and hessian matrix calculations. Arch. Appl. Mech., 80: 1225-1242.
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37:   Liu, Q., J. Zhang and L. Yan, 2012. Optimization design of structures subject to transient loads using first and second derivatives of dynamic displacement and stress. Shock Vibr., 19: 1445-1461.
38:   Liu, Q., J. Zhang, L. Gu and L. Yan, 2011. An accurate method for first and second derivatives of dynamic responses. J. Mech., 27: 389-398.
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39:   Liu, Q., L. Yan and B. Zhai, 2008. Truss shape optimization with dynamic response constraints. Mach. Design Manuf., 9: 5-7.
40:   Liu, Q., L. Yan and L. Deng, 2007. Improved simulated annealing algorithm study on shape optimal design. Comput. Eng. Appl., 43: 218-221.