Probabilistic analysis of reinforced concrete frame structures against progressive collapse
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Jia-Liang Le | Bing Xue | J. Le | Bing Xue
[1] Zdenek P. Bazant,et al. Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions , 2007 .
[2] Achintya Haldar,et al. Probability, Reliability and Statistical Methods in Engineering Design (Haldar, Mahadevan) , 1999 .
[3] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[4] Michael S. Eldred,et al. DAKOTA : a multilevel parallel object-oriented framework for design optimization, parameter estimation, uncertainty quantification, and sensitivity analysis. Version 5.0, user's reference manual. , 2010 .
[5] Guoqing Xu,et al. Probabilistic Robustness Assessment of Pre-Northridge Steel Moment Resisting Frames , 2011 .
[6] Yasser Alashker,et al. Approximations in Progressive Collapse Modeling , 2011 .
[7] Jeeho Lee,et al. Plastic-Damage Model for Cyclic Loading of Concrete Structures , 1998 .
[8] Tomasz Wierzbicki,et al. How the airplane wing cut through the exterior columns of the World Trade Center , 2003 .
[9] Eric B. Williamson,et al. Beam element formulation and solution procedure for dynamic progressive collapse analysis , 2004 .
[10] G. I. Barenblatt. THE MATHEMATICAL THEORY OF EQUILIBRIUM CRACKS IN BRITTLE FRACTURE , 1962 .
[11] Milan Jirásek,et al. Inelastic Analysis of Structures , 2001 .
[12] Hong Hao,et al. Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads , 2008 .
[13] Leslie Banks-Sills,et al. A new cohesive zone model for mixed mode interface fracture in bimaterials , 2008 .
[14] L. Lowes,et al. Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading , 2003 .
[15] Guoqing Xu,et al. An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential , 2011 .
[16] Z. Bažant,et al. Stability of Structures: Elastic, Inelastic, Fracture, and Damage Theories , 1993 .
[17] D. S. Dugdale. Yielding of steel sheets containing slits , 1960 .
[18] Hong Hao,et al. Reliability analysis of direct shear and flexural failure modes of RC slabs under explosive loading , 2002 .
[19] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[20] Frank R. Greening,et al. What Did and Did not Cause Collapse of WTC Twin Towers in New York , 2008 .
[21] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[22] Sashi K. Kunnath,et al. Macromodel-Based Simulation of Progressive Collapse: Steel Frame Structures , 2008 .
[23] Glaucio H. Paulino,et al. A unified potential-based cohesive model of mixed-mode fracture , 2009 .
[24] Zdeněk P. Bažant,et al. Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture , 2007 .
[25] John B. Mander,et al. Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Experimental Performance of Subassemblages , 1994 .
[26] Keith A. Seffen,et al. Progressive Collapse of the World Trade Center: Simple Analysis , 2008 .
[27] F. R. Shanley. Inelastic Column Theory , 1947 .
[28] Hitoshi Shiohara,et al. Reinforced Concrete Beam-Column Joints: An Overlooked Failure Mechanism , 2012 .
[29] Fahim Sadek,et al. An Experimental and Computational Study of Reinforced Concrete Assemblies under a Column Removal Scenario , 2011 .
[30] David A. Nethercot,et al. Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework , 2008 .
[31] David A. Nethercot,et al. Progressive collapse of multi-storey buildings due to failed floor impact , 2009 .
[32] Darren Tennant,et al. Computational Failure Analysis of Reinforced Concrete Structures Subjected to Blast Loading , 2006 .
[33] Laura N. Lowes,et al. Evaluation, calibration, and verification of a reinforced concrete beam-column joint model , 2007 .
[34] Fahim Sadek,et al. Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario , 2011 .
[35] J. L. Högberg. Mixed mode cohesive law , 2006 .
[36] Xiaopeng Xu,et al. Void nucleation by inclusion debonding in a crystal matrix , 1993 .
[37] T. Krauthammer. Modern Protective Structures , 2008 .
[38] Yong Zhou,et al. Why Did the World Trade Center Collapse?—Simple Analysis , 2001 .
[39] Emmanuel K. Idun,et al. RELIABILITY-BASED STRENGTH REDUCTION FACTOR FOR BOND , 1998 .
[40] M. Ortiz,et al. Computational modelling of impact damage in brittle materials , 1996 .
[41] Bruce R. Ellingwood,et al. Mitigating Risk from Abnormal Loads and Progressive Collapse , 2006 .
[42] Gianluca Cusatis,et al. Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: I. Theory , 2002 .
[43] Lei Xu,et al. Progressive‐Failure Analysis of Buildings Subjected to Abnormal Loading , 2005 .
[44] Peter Grassl,et al. Random Lattice-Particle Simulation of Statistical Size Effect in Quasi-Brittle Structures Failing at Crack Initiation , 2009 .
[45] Donald O. Dusenberry,et al. Best Practices for Reducing the Potential for Progressive Collapse in Buildings | NIST , 2007 .
[46] James K. Wight,et al. Modeling shear behavior of hybrid RCS beam-column connections , 2001 .
[47] Falk K. Wittel,et al. Progressive Collapse Mechanisms of Brittle and Ductile Framed Structures , 2010, 1509.02879.
[48] G. Kaewkulchai,et al. Modeling the Impact of Failed Members for Progressive Collapse Analysis of Frame Structures , 2006 .
[49] Zdeněk P. Bažant,et al. What did and did not cause collapse of World Trade Center twin towers in New York , 2008 .