1 |
Bao, Y., Kunnath, S.K., El-Tawil, S. and Lew, H.S. (2008), "Macromodel-based simulation of progressive collapse: RC frame structures", J. Struct. Eng., 134(7), 1079-1091.
DOI
ScienceOn
|
2 |
Coleman, J. and Spacon, E. (2001), "Localization issues in force-based frame elements", J. Struct. Eng.-ASCE, 127(11), 1257-1265.
DOI
ScienceOn
|
3 |
AS3600-2009 (2009), Australian Standard, Concrete Structures.
|
4 |
Bairan, J.M. and Mari, A.R. (2007), "Multiaxial-coupled analysis of RC cross-sections subjected to combined forces", Eng. Struct., 29(8), 1722-1738.
DOI
ScienceOn
|
5 |
Bathe, J.K. (1997), Finite Element Procedures, McGraw Hill, New York.
|
6 |
Carol, I. and Murcia, J. (1989), "Nonlinear time-dependent analysis of planar frames using an 'exact' formulation. I. Theory", Comput. Struct., 33(1), 79-87.
DOI
ScienceOn
|
7 |
Cervenka, V., Cervenka, J. and Pukl, R. (2002), "ATENA - A tool for engineering analysis of fracture in concrete", Sadhana - Academy Proceedings in Engineering Sciences, 27(4), 485-492.
|
8 |
CEB-FIP Model Code 1990: Design Code (1993), Thomas Telford, London.
|
9 |
ACI 318-99 (1999), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, MI.
|
10 |
Weerheijm, J., Mediavilla, J. and Van Doormaal, J.C.A.M. (2009), "Explosive loading of multi storey RC buildings: Dynamic response and progressive collapse", Struct. Eng. Mech., 32(2), 193-212.
DOI
|
11 |
Yagob, O., Galalf, K. and Naumoski, N. (2009), "Progressive collapse of reinforced concrete structures", Struct. Eng. Mech., 32(6), 771-786.
DOI
|
12 |
Yi, W.J., He, Q.F., Xiao, Y. and Kunnath, S.K. (2008), "Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures", ACI Struct. J., 105(4), 433-439.
|
13 |
Izzuddin, B.A., Vlassis, A.G., Elghazouli, A.Y. and Nethercot, D.A. (2008), "Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework", Eng. Struct., 30(5), 1308-1318.
DOI
ScienceOn
|
14 |
GSA (2003), Progressive Collapse Analysis and Design Guidelines for New Service Administration, Washington DC.
|
15 |
Hsu, T.T.C. (1984), Torsion of Reinforced Concrete, Van Nostrand Reinhold, New York.
|
16 |
Hsu, T.T.C. and Burton, K.T. (1974), "Design of reinforced concrete spandrel beams", J. Struct. Div., 100(1), 209-229.
|
17 |
Kaewkulchai, G. and Williamson, E.B. (2004), "Beam element formulation and solution procedure for dynamic progressive collapse analysis", Comput. Struct., 82(7-8), 639-651.
DOI
ScienceOn
|
18 |
Khandelwal, K., El-Tawil, S., Kunnath, S.K. and Lew, H.S. (2008), "Macromodel-based simulation of progressive collapse: Steel frame structures", J. Struct. Eng., 134(7), 1070-1078.
DOI
ScienceOn
|
19 |
DoD (2005), Design of Building to Resist Progressive Collapse, Washington DC.
|
20 |
Ellingwood, B. and Leyendecker, E.V. (1978), "Approaches for design against progressive collapse", J. Struct. Eng.-ASCE, 104(ST3), 413-423.
|
21 |
Gong, S., Lu, Y., Tu, Z. and Jin, W. (2009), "Validation study on numerical simulation of RC response to closein blast with a fully coupled model", Struct. Eng. Mech., 32(2), 283-300.
DOI
|
22 |
Collins, M.P. and Lampert, P. (1971), "Redistribution of moments at cracking- the key to simpler torsion design", Department of Civil Engineering, University of Toronto, Toronto.
|
23 |
Cornelissen, H.A.W., Hordjik, D.A. and Reinhardt, H.W. (1986), "Experimental determination of crack softening characteristics of normal weight and lightweight concrete", Heron, 31(2), 45-56.
|
24 |
Cervenka, V., Jendele, L. and Cervenka, J. (2005), "ATENA program documentation, Part 1: theory", Prague.
|
25 |
Navarro Gregori, J., Miguel Sosa, P., Fernandez Prada, M.A. and Filippou, F.C. (2007), "A 3D numerical model for reinforced and prestressed concrete elements subjected to combined axial, bending, shear and torsion loading", Eng. Struct., 29(12), 3404-3419
DOI
ScienceOn
|
26 |
Sasani, M. and Sagiroglu, S. (2008b), "Progressive collapse resistance of hotel San Diego", J. Struct. Eng., 134(3), 478-488.
DOI
ScienceOn
|
27 |
Shi, Y., Hao, H. and Li, Z. (2008), "An improved procedure for progressive collapse analysis of RC frames to blast loading", Blast Design and Modelling Forum. Canberra.
|
28 |
Mohamed, O.A. (2009), "Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings", Eng. Struct., 31(3), 749-757.
DOI
ScienceOn
|
29 |
Rahal, K.N. and Collins, M.P. (1996), "Simple model for predicting torsional strength of reinforced and prestressed concrete sections", ACI Struct. J., 93(6), 658-666.
|
30 |
Sasani, M. (2008), "Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns", Eng. Struct., 30(9), 2478-2491.
DOI
ScienceOn
|
31 |
Kim, J. and Park, J. (2008), "Design of steel moment frames considering progressive collapse", Steel Compos. Struct., 8(1), 85-98.
DOI
|
32 |
Klus, J.P. (1968), "Ultimate strength of reinforced concrete beams in combined torsion and shear", Am. Concrete Inst. J., 65(3), 210-216.
|
33 |
Lampert, P. and Thurlimann, B. (1968), "Torsionsversuche an stahlbetonbalken, (Torsion test of reinforced concrete beams)", Report No. Nr 6506-2, Institute Fur Baustatik, ETH Zurich (in German), Zurich.
|
34 |
Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826.
DOI
ScienceOn
|
35 |
Mitchell, D. and Collins, M.P. (1974), "The behavior of structural concrete beams in pure torsion", Report No. 74-06, Department of Civil Engineering, University of Toronto, Toronto.
|
36 |
Vecchio, F.J. and Collins, M.P. (1986), "Modified compression-field theory for reinforced concrete elements subjected to shear", J. Am. Concrete. Inst., 83(2), 219-231.
|
37 |
Young, W.C. and Roark, R.J. (2001), Roark's Formulas for Stress and Strain, McGraw-Hill Professional.
|
38 |
Valipour, H.R. and Foster, S.J. (2010), "A Total secant flexibility-based formulation for frame elements with physical and geometrical nonlinearities", Finite Elem. Anal. Des., 46(3), 288-297.
DOI
ScienceOn
|
39 |
Valipour, H.R. and Foster, S.J. (2010), "Nonlinear reinforced concrete frame element with torsion", J. Eng. Struct., 32(4), 988-1002.
DOI
ScienceOn
|
40 |
Valipour, H.R. and Foster, S.J. (2009a), "Non-local damage formulation for a flexibility-based frame element", J. Struct. Eng.-ASCE, 135(10), 1213-1221.
DOI
ScienceOn
|
41 |
Valipour, H.R. and Foster, S.J. (2009b), "Nonlinear reinforced concrete frame element with torsion", J. Eng. Struct., (submitted for publication).
|
42 |
Valipour, H.R., Huynh, L. and Foster, S.J. (2009), "Analysis of RC beams subjected to shock loading using a modified fibre element formulation", Comput. Concrete, 6(5), 377-390.
DOI
|
43 |
Valipour, H.R. (2009), "Nonlinear analysis of reinforced concrete frames under extreme loadings", PhD Dissertation, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
|
44 |
Valipour, H.R. and Foster, S.J. (2008), "A total secant flexibility-based formulation for frame elements with physical and geometrical nonlinearities", Finite Elem. Anal. Des., (submitted for publication).
|
45 |
Sasani, M. and Kropelnicki, J. (2008), "Progressive collapse analysis of an Rc structure", Struct. Des. Tall Spec., 17(4), 757-771.
DOI
ScienceOn
|
46 |
Sasani, M. and Sagiroglu, S. (2008a), "Progressive collapse of reinforced concrete structures: A multihazard perspective", ACI Struct. J., 105(1), 96-103.
|