1 |
AISC (2005), American Institute of Steel Construction, Seismic provisions for structural steel buildings, Chicago, IL, USA.
|
2 |
ASCE 7-02 (2006), Minimum Design Loads for Buildings and other Structures.
|
3 |
Crawford, J.E. (2002), "Retrofit methods to mitigate progressive collapse, the multi hazard mitigation council of the national institute of building sciences", Report on the National Workshop and Recommendations for Future Effort.
|
4 |
DoD (2013), UFC 4-023-03: Design of Building to Resist Progressive Collapse, Department of Defense, Washington, D.C., USA.
|
5 |
FEMA 356 (2000), Pre-standard and Commentary for the Seismic Rehabilitation of Buildings, Building Seismic Safety Council for the Federal Emergency Management Agency.
|
6 |
GSA (General Services Administration) (2003), Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects, Washington, DC.
|
7 |
Kaewkulchai, G. and Williamson, E.B. (2003), "Dynamic behavior of planar frames during progressive collapse", Proceedings of the 16th ASCE Engineering Mechanics Conference.
|
8 |
Kandil, K.S., El Fattah Ellobody, E.A. and Eldehemy, H. (2013), "Progressive collapse of steel frames", World J. Eng. Technol., 1, 39-48.
DOI
|
9 |
Kim, J.K. and Park, J.H. (2008), "Design of steel moment frames considering progressive collapse", Steel Compos. Struct., Int. J., 8(1), 85-98.
DOI
|
10 |
Kim, J.K., Park, J.H. and Lee, T.H. (2011), "Sensitivity analysis of steel buildings subjected to column loss", Eng. Struct., 33(2), 421-432.
DOI
|
11 |
Leyendecker, E.V. and Burnett, E. (1976), The incidence of abnormal loading in residential buildings, Building Science Series No. 89; National Bureau of Standards, Washington, D.C., USA.
|
12 |
Liu, M. (2011), "Progressive collapse design of seismic steel frames using structural optimization", J. Construct. Steel Res., 67(3), 322-332.
DOI
|
13 |
Lu, X.Z., Li, Y., Ye, L.P., Ma, Y.F. and Liang, Y. (2008), "Study on the design methods to resist progressive collapse for structures", Proceedings of the 10th International Symposium on Structural Engineering for Young Experts, Changsha, China, October.
|
14 |
Marjanishvili, S.M. (2004), "Progressive analysis procedure for progressive collapse", J. Perform. Construct. Facil., 18(2), 79-85.
DOI
|
15 |
Marjanishvili, S. and Agnew, E. (2006), "Comparison of Various Procedures for Progressive Collapse Analysis", ASCE J. Perform. Construct. Facil., 20(4), 356-374.
|
16 |
Mirtaheri, M. and Abbasi Zoghi, M. (2012), "On the analysis and design of steel structure to mitigate progressive collapse", Adv. Mater. Res., 378-379, 775-779.
|
17 |
National Building Code of Canada (1995), National Research Council of Canada, OT, Canada.
|
18 |
National Institute of Standards and Technology (2006), Best Practices for Reducing the Potential for Progressive Collapse in Buildings.
|
19 |
Rezvani, F.H. and Asarian, B. (2014), "Effect of seismic design level on safety against progressive collapse of concentrically braced frames", Steel Compos. Struct., Int. J., 16(2), 135-156.
DOI
|
20 |
Rezvani, F.H., Yousefi, A. and Ronagh, H. (2015), "Effect of span length on progressive collapse behaviour of steel moment resisting frames", Structures, 3, 81-89. DOI: 10.1016/j.istruc.2015.03.004
DOI
|
21 |
Sasani, M. and Sagiroglu, S. (2008), "Progressive collapse resistance of Hotel San Diego", ASCE J. Struct. Eng., 134(3), 478-488.
DOI
|
22 |
SCE (2006), Standard 7-05: Minimum design loads for buildings and other structures.
|