1 |
McKay, A., Marchand, K. and Diaz, M. (2012), "Alternate path method in progressive collapse analysis: variation of dynamic and nonlinear load increase factors", Pract. Period. Struct. Des. and Constr., ASCE, 17(4), 152-160.
DOI
|
2 |
Mirtaheri, M. and Zoghi, M. (2016), "Design guides to resist progressive collapse for steel structures", Steel Compos. Struct., Int. J., 20(2), 357-378.
DOI
|
3 |
Ruth, P., Marchand, K.A. and Williamson, E.B. (2006), "Static equivalency in progressive collapse alternative path analysis reducing conservatism while retaining structural integrity", J. Perform. Constr. Facil., 20(4) 349-364.
DOI
|
4 |
Sasani, M. and Sagiroglu, S. (2008), Progressive collapse of reinforced concrete structures: a multihazard perspective. ACI Struct. J., 105(1), 96-103.
|
5 |
SAP2000 (2014), Linear and nonlinear static and dynamic analysis of three-dimensional structures; Advanced Version 17.0, Analysis Ref. Manual, Computer and Structures, Berkeley, CA, USA.
|
6 |
Stevens, D.J., Crowder, B., Hall, B. and Marchand, K. (2008), "Unified progressive collapse design requirements for DoD and GSA", ASCE Struct. Congr., pp. 1-10.
|
7 |
Tsai, M.H. (2012), "Assessment of analytical load and dynamic increase factors for progressive collapse analysis of building frames", Adv. Struct. Eng., 15(1), 41-54.
DOI
|
8 |
Tsai, M.H. and Lin, B-H. (2009), "Dynamic amplification factor for progressive collapse resistance analysis of an RC building", Struct. Des. Tall Spec., 18, 539-557.
DOI
|
9 |
UFC (2009), Design of Buildings to Resist Progressive Collapse; Department of Defense, Unified Facilities Criteria, UFC 4-023-03, Washington, DC, USA.
|
10 |
UFC (2013), Design of Buildings to Resist Progressive Collapse; Department of Defense, Unified Facilities Criteria, UFC 4-023-03 Including Change 2 - 1 June 2013, Washington, DC, USA.
|
11 |
Dusenberry, D.O. and Hamburger, R.O. (2006), "Practical means for energy-based analyses of disproportionate collapse potential", J. Perform. Constr. Facil., 20(4), 336-348.
DOI
|
12 |
Yang, B. and Tan, K.H. (2013), "Experimental tests of different types of bolted steel beam-column joints under a centralcolumn-removal scenario", Eng. Struct., 54, 112-130.
DOI
|
13 |
Xu, G. and Ellingwood, B.R. (2011), "An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential", J. Constr. Steel Res., 67, 547-555.
DOI
|
14 |
ASCE (2007), Seismic rehabilitation of existing buildings; ASCE 41-06, Reston, VA, USA.
|
15 |
Cassiano, D., D'Aniello, M., Rebelo, C., Landolfo, R. and Da Silva, L.S. (2016), "Influence of Seismic design rules on the robustness of steel moment resisting frames", Steel Compos. Struct., Int. J., 21(3), 479-500.
DOI
|
16 |
Chen, C.H., Zhu, Y.F., Yao, Y. and Huang, Y. (2016), "Progressive collapse analysis of steel frames structure based on energy principle", Steel Compos. Struct., Int. J., 21(3), 553-571.
DOI
|
17 |
Chopra, A.K. (1995), Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall, NJ, USA.
|
18 |
Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, McGraw-Hill, Inc., NY, USA.
|
19 |
Ellingwood, B.R. and Dusenberry, D.O. (2009), "Building design for abnormal loads and progressive collapse", Comput-Aided Civil Inf., 20(3), 194-205.
DOI
|
20 |
Ferraioli, M. (2016), "Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting frames", Int. J. Steel Struct., 16(3), 857-875.
DOI
|
21 |
Ferraioli, M. (2017a), "Dynamic increase factor for nonlinear static analysis of RC frame buildings against progressive collapse", Int. J. Civil Eng. DOI: https://doi.org/10.1007/s40999-017-0253-0
|
22 |
Ferraioli, M., Avossa, A.M. and Mandara, A. (2014), "Assessment of Progressive Collapse Capacity of Earthquake-Resistant Steel Moment Frames Using Pushdown Analysis", Open Constr. Build. Tech. J., 8, 324-336.
DOI
|
23 |
Ferraioli, M. (2017b), "Multi-mode pushover procedure for deformation demand estimates of steel moment-resisting frames", Int. J. Steel Struct.- Ingegneria Sismica, 17(2), 653-676.
DOI
|
24 |
Ferraioli, M. and Avossa, A.M. (2012), "Progressive collapse of seismic resistant multistory frame buildings", Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012, Vienna, Austria, October.
|
25 |
Ferraioli, M., Abruzzese, D., Miccoli, L., Vari, A. and Di Lauro, G. (2010), "Structural identification from environmental vibration testing of an asymmetric-plan hospital building in Italy", Proceedings of the Final Conference on COST Action C26: Urban Habitat Constructions under Catastrophic Events, Napoli, Italy, September.
|
26 |
Ferraioli, M., Lavino, A. and Mandara, A. (2018d), "Effectiveness of multi-mode pushover analysis procedure for the estimation of seismic demands of steel moment frames", Int. J. Steel Struct. - Ingegneria Sismica, 35(2), 78-90.
|
27 |
Ferraioli, M., Lavino, A., Mandara, A., Donciglio, M. and Formisano A. (2018a), "Seismic and robustness design of steel frame buildings", Key Eng. Mat., 763, 116-123.
DOI
|
28 |
Ferraioli, M., Lavino, A. and Mandara, A. (2018b), "Assessment of dynamic increase factors for progressive collapse analysis of steel frames subjected to column failure", Int. J. Steel Struct. - Ingegneria Sismica, 35(2), 67-77.
|
29 |
Ferraioli, M., Lavino, A. and Mandara, A. (2018c), "Multi-mode pushover procedure to estimate higher modes effects on seismic lnelastic response of steel moment-resisting frames", Key Eng. Mat., 763, 82-89.
DOI
|
30 |
GSA (2003), Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects; General Services Administration, Washington, DC, USA.
|
31 |
GSA (2013), Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance, General Services Administration, Washington, DC, USA.
|
32 |
Italian Code (2018), D.M. 170.01.18. G.U. No.42, February 4. [In Italian]
|
33 |
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
|
34 |
Mashhadi, J.J. (2016), "Effects of damping ratio on dynamic increase factor in progressive collapse", Steel Compos. Struct., Int. J., 22(3), 677-690.
DOI
|
35 |
Kim, J. and Park, J. (2008), "Design of steel moment frames considering progressive collapse", Steel Compos. Struct., Int. J., 8(1), 85-98.
DOI
|
36 |
Kim, T., Kim, J. and Park, J. (2009), "Investigation of progressive collapse-resisting capability of steel moment frames using pushdown analysis", J. Perform. Constr. Facil., 23(5), 327-335.
DOI
|
37 |
Liu, M. (2013), "A new dynamic increase factor for nonlinear static alternate path analysis of building frames against progressive collapse", Eng. Struct., 48, 666-673.
DOI
|
38 |
Mashhadi, J.J. (2017), "Effects of Postelastic Stiffness Ratio on Dynamic Increase Factor in Progressive Collapse", J. Perform. Constr. Facil., 31(6).
|
39 |
Mashhadi, J.J. and Saffari, H. (2017), "Dynamic increase factor based on residual strength to assess progressive collapse", Steel Compos. Struct., Int. J., 25(5), 617-624.
|