Modeling progressive collapse of 2D reinforced concrete frames subject to column removal scenario

•A new modeling procedure for progressive collapse of 2D RC frame are developed.•Effects of service loads before column removal are considered.•Algorithms detecting substructure collapse and collapse impacts are proposed.•Performance of the proposed procedure demonstrated by numerical examples. In t...

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Veröffentlicht in:	Engineering structures Jg. 141; S. 126 - 143
Hauptverfasser:	Weng, J., Tan, K.H., Lee, C.K.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Kidlington Elsevier Ltd 15.06.2017 Elsevier BV
Schlagworte:	Algorithms Body kinematics Catastrophic collapse Collapse Column removal Columns (structural) Damage assessment Damage detection Failure Frames Impact loading during collapse Kinematics Mathematical models Member and substructure removal Numerical analysis Progressive collapse Reinforced concrete Reinforced concrete frame Searching Service loads Studies Two dimensional models Member and substructure removal Progressive collapse Reinforced concrete frame Column removal Impact loading during collapse
ISSN:	0141-0296, 1873-7323
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Abstract	•A new modeling procedure for progressive collapse of 2D RC frame are developed.•Effects of service loads before column removal are considered.•Algorithms detecting substructure collapse and collapse impacts are proposed.•Performance of the proposed procedure demonstrated by numerical examples. In this study, a new modeling procedure for progressive collapse analysis of 2D reinforced concrete (RC) frames subject to single or multiple column removal scenario is proposed. Different from traditional pushdown analysis, the proposed method incorporates the effects of service loads before column removal into the analysis. To trace the collapse sequence of the structure, a member removal algorithm based on combined actions of flexural/shear/axial failures is employed. For detecting substructure collapse mechanisms, a specially designed searching algorithm is developed. Furthermore, the locations and magnitudes of collapse impacts are respectively determined by rigid-body kinematics and energy principle with both inelastic and oblique impact effects considered. Numerical examples with different loading and column removal scenarios are given to validate the suggested damage assessment procedure, the member failures identification procedure and the collapse searching algorithms as well as to demonstrate the effectiveness of the proposed modeling approach.
AbstractList	In this study, a new modeling procedure for progressive collapse analysis of 2D reinforced concrete (RC) frames subject to single or multiple column removal scenario is proposed. Different from traditional pushdown analysis, the proposed method incorporates the effects of service loads before column removal into the analysis. To trace the collapse sequence of the structure, a member removal algorithm based on combined actions of flexural/shear/axial failures is employed. For detecting substructure collapse mechanisms, a specially designed searching algorithm is developed. Furthermore, the locations and magnitudes of collapse impacts are respectively determined by rigid-body kinematics and energy principle with both inelastic and oblique impact effects considered. Numerical examples with different loading and column removal scenarios are given to validate the suggested damage assessment procedure, the member failures identification procedure and the collapse searching algorithms as well as to demonstrate the effectiveness of the proposed modeling approach. •A new modeling procedure for progressive collapse of 2D RC frame are developed.•Effects of service loads before column removal are considered.•Algorithms detecting substructure collapse and collapse impacts are proposed.•Performance of the proposed procedure demonstrated by numerical examples. In this study, a new modeling procedure for progressive collapse analysis of 2D reinforced concrete (RC) frames subject to single or multiple column removal scenario is proposed. Different from traditional pushdown analysis, the proposed method incorporates the effects of service loads before column removal into the analysis. To trace the collapse sequence of the structure, a member removal algorithm based on combined actions of flexural/shear/axial failures is employed. For detecting substructure collapse mechanisms, a specially designed searching algorithm is developed. Furthermore, the locations and magnitudes of collapse impacts are respectively determined by rigid-body kinematics and energy principle with both inelastic and oblique impact effects considered. Numerical examples with different loading and column removal scenarios are given to validate the suggested damage assessment procedure, the member failures identification procedure and the collapse searching algorithms as well as to demonstrate the effectiveness of the proposed modeling approach.
Author	Tan, K.H. Lee, C.K. Weng, J.
Author_xml	– sequence: 1 givenname: J. surname: Weng fullname: Weng, J. organization: School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798, Singapore – sequence: 2 givenname: K.H. surname: Tan fullname: Tan, K.H. organization: School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798, Singapore – sequence: 3 givenname: C.K. surname: Lee fullname: Lee, C.K. email: c.lee@adfa.edu.au organization: School of Engineering and Information Technology, University of New South Wales, Canberra, Northcott Drive, Campbell, ACT 2600, Australia
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Cites_doi	10.1002/(SICI)1096-9845(199607)25:7<727::AID-EQE577>3.0.CO;2-O 10.1016/0022-460X(88)90250-7 10.1061/(ASCE)0887-3828(2009)23:5(327) 10.1016/j.compstruc.2007.05.039 10.1061/(ASCE)0887-3828(2006)20:4(375) 10.1016/j.compositesa.2005.05.029 10.1002/nme.1620260710 10.1016/j.engstruct.2015.09.024 10.1061/(ASCE)0887-3828(2006)20:4(349) 10.1016/j.compstruc.2008.03.004 10.2514/3.10529 10.1016/j.compstruc.2014.09.010 10.1016/S0141-0296(03)00048-8 10.1016/j.engstruct.2011.08.040 10.1260/1369-4332.17.8.1217 10.1002/eqe.2604 10.1016/j.engstruct.2012.02.026 10.1061/(ASCE)0887-3828(2004)18:2(79) 10.1016/j.engstruct.2009.12.048 10.4028/www.scientific.net/AMM.94-96.146 10.1016/j.compstruc.2003.12.001 10.1002/eqe.898 10.1002/nme.1858
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Keywords	Member and substructure removal Progressive collapse Reinforced concrete frame Column removal Impact loading during collapse
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Snippet	•A new modeling procedure for progressive collapse of 2D RC frame are developed.•Effects of service loads before column removal are considered.•Algorithms... In this study, a new modeling procedure for progressive collapse analysis of 2D reinforced concrete (RC) frames subject to single or multiple column removal...
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SubjectTerms	Algorithms Body kinematics Catastrophic collapse Collapse Column removal Columns (structural) Damage assessment Damage detection Failure Frames Impact loading during collapse Kinematics Mathematical models Member and substructure removal Numerical analysis Progressive collapse Reinforced concrete Reinforced concrete frame Searching Service loads Studies Two dimensional models
Title	Modeling progressive collapse of 2D reinforced concrete frames subject to column removal scenario
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