1 |
Bao, Y. (2008), Macromodel-based Progressive Collapse Simulation of Reinforced Concrete Structures, University of California, Davis.
|
2 |
Bazant, Z.P. and Verdure, M. (2007), "Mechanics of progressive collapse: Learning from World Trade Center and building demolitions", J. Eng. Mech., 133(3), 308-319.
DOI
|
3 |
Ceroni, F. (2011), "Experimental performances of Rc beams strengthened with FRP materials", Constr. Mater., 24, 1547-1559.
DOI
|
4 |
Corley, W.G., Sr, P.F.M., Sozen, M.A. and Thornton, C.H. (1998), "The Oklahoma City bombing: Summary and recommendations for multihazard mitigation", J. Perform. Constr. Facil., 12(3), 100-112.
DOI
|
5 |
De Gregorio, D., Faggiano, B., Formisano, A. and Mazzolani, F.M. (2010), "Air fall deposits due to explosive eruptions: Action model and robustness assessment of the Vesuvian roofs", COST ACTION C26: Urban Habitat Constructions under Catastrophic Events - Proceedings of the Final Conference, 507-512.
|
6 |
Fam, A.Z. and Rizkalla, S.H. (2001), "Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes", Struct. J., 98(4), 451-461.
|
7 |
DoD, U.S. (2009), Design of Buildings to Resist Progressive Collapse, US Department of Defense, Washington, DC, USA.
|
8 |
Ellingwood, B.R., Smilowitz, R., Dusenberry, D.O., Duthinh, D., Lew, H.S. and Carino, N.J. (2007), "Best practices for reducing the potential for progressive collapse in buildings", No. NIST Interagency/Internal Report (NISTIR)-7396.
|
9 |
Engineers, A.S. (2010), "Minimum design loads for buildings and other structures", Reston, Virginia: ASCE.
|
10 |
Ferraioli, M., Lavino, A., Mandara, A., Donciglio, M. and Formisano, A. (2018), "Seismic and robustness design of steel frame buildings", Key Eng. Mater., 763, 116-123.
DOI
|
11 |
Formisano, A., Iazzetta, G., Marino, G., Fabbrocino, F. and Landolfo, R. (2016), "Seismic residual capacity assessment of framed structures damaged by exceptional actions", ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering, 3, 4942-4958.
|
12 |
Kokot, S., Anthoine, A., Negro, P. and Solomos, G. (2012), "Static and dynamic analysis of a reinforced concrete flat slab frame building for progressive collapse", Eng. Struct., 40, 205-217.
DOI
|
13 |
Formisano, A., Landolfo, R. and Mazzolani, F.M. (2012), "Progressive collapse and robustness of steel framed structures", Proceedings of the Eleventh International Conference on Computational Structures Technology, Civil-Comp Press, Stirlingshire, Scotland.
|
14 |
Formisano, A., Landolfo, R. and Mazzolani, F.M. (2015), "Robustness assessment approaches for steel framed structures under catastrophic events", Compu. Struct., 147, 216-228.
DOI
|
15 |
GSA, U. (2003), "Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects", Washington, DC.
|
16 |
Helmy, H., Salem, H. and Mourad, S.H. (2012), "Progressive collapse assessment of framed reinforced concrete structures according to UFC quidelines for alternative path method", Eng. Struct., 42, 127-141.
DOI
|
17 |
King, S. and Delatte, N.J. (2004), "Collapse of 2000 Commonwealth Avenue: punching shear case study", J. Perform. Constr. Facil., 18(1), 54-61.
DOI
|
18 |
Meier, U., Deuring, M., Meier, H. and Schweglar, G. (1993), "CFRP bonded sheets, Fiber-Reinforced-Plastic (FRP) reinforced for concrete structure: Properties and applications", Ed. A. Nani, Elsevirscience, Amsterdam, The Nethrlands.
|
19 |
Pham, A.T. and Tan, K.H. (2017), "Experimental study on dynamic responses of reinforced concrete frames under sudden column removal applying concentrated loading", Eng. Struct., 139, 31-45.
DOI
|
20 |
Ren, P., Li, Y., Zhou, Y., Lu, X. and Guan, H. (2013), "Experimental study on the progressive collapse Resistance of RC slabs", Eng. Struct., 55, 2-15.
DOI
|
21 |
Ruth, P., Marchand, K.A. and Williamson, E.B. (2006), "Static equivalency in progressive collapse alternate path analysis: reducing conservatism while retaining structural integrity", J. Perform. Constr. Facil., 20(4), 349-364.
DOI
|
22 |
The Guideline for Design Specification of Strengthening RC Buildings Using Fiber Reinforced Polymers (FRP), Office of Technical Affairs Deputy (2006), Technical, Criteriacondification and Earthquake Risk Reduction Affairs Bureau.
|
23 |
Tsai, M.H. and Lin, B.H. (2008), "Invetigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure", Eng. Struct., 30, 3619-3628.
DOI
|
24 |
Yu, J. and Tan, K.H. (2017), "Structural behavior of reinforced concrete frames subjected to progressive collapse", ACI Struct. J., 114, 63-74.
DOI
|
25 |
Wang, T.C. and Li, Z.P. (2011), "Nonlinear static analysis for progressive collapse potential of RC building", Appl. Mech. Mater., 94, 146-152.
DOI
|
26 |
Yu, J. and Tan, K.H. (2011), "Experimental investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages", Nanyang Technological University, Singapore.
|