Assessment of the Progressive Collapse Resistance of Double-Layer Grid Space Structures Using Implicit and Explicit Methods
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Feng Fu | Gerard Parke | F. Fu | G. Parke
[1] Shiro Kato,et al. Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections , 1998 .
[2] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[3] Mohammad Reza Chenaghlou,et al. Sensitivity analysis of tensegrity systems due to member loss , 2011 .
[4] You Liang Fang,et al. Numerical Simulation of Progressive Collapse and Study of Resisting Progressive Collapse of Spatial Grid Structures Based on ANSYS/LS-DYNA , 2011 .
[5] Gerard Andrew Parke. The behaviour of space trusses incorporating novel compression members , 1988 .
[6] N. E. Shanmugam,et al. Advanced analysis and design of spatial structures , 1997 .
[7] George E. Blandford,et al. Progressive failure analysis of inelastic space truss structures , 1996 .
[8] Feng Fu,et al. Progressive collapse analysis of high-rise building with 3-D finite element modeling method , 2009 .
[9] Erling Murtha-Smith,et al. Alternate Path Analysis of Space Trusses for Progressive Collapse , 1988 .
[10] Puneet Agarwal,et al. Dynamic analysis methodology for progressive failure of truss structures considering inelastic postbuckling cyclic member behavior , 2011 .