1 |
Alashker, Y., El-Tawil, S. and Sadek, F. (2010), "Progressive collapse resistance of steel-concrete composite floors," J. Struct. Eng., 136(10), 1187-1196, 10.1061/(ASCE)ST.1943-541X.0000230.
DOI
ScienceOn
|
2 |
Alashker, Y. and El-Tawil, S. (2010), "Robustness of steel buildings: 3-D modeling, simulation and evaluation." Proc., ASCE Struct. Cong. Orlando, FL.
|
3 |
DoD (2009), "Design of buildings to resist progressive collapse: UFC 4-023-03," United States Department of Defense. Washington, DC.
|
4 |
Fahnestock, L.A., Sause, R. and Ricles, J.M. (2006), "Analytical and large-scale experimental studies of earthquake-resistant bucking-restrained braced frame systems," ATLSS Report No. 06-01. Lehigh University, Bethlehem, PA.
|
5 |
FEMA (2000a), State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking: FEMA-355C. Federal Emergency Management Agency. Washington, DC.
|
6 |
FEMA (2000b), State of the Art Report on Connection Performance: FEMA 355D. Federal Emergency Management Agency, Washington, DC.
|
7 |
Foley, C.M., Martin, K. and Scheenman, C. (2007), "Robustness in structural steel framing systems," Report No. MU-CEEN-SE-07-01, Marquette University, Milwaukee, WI.
|
8 |
Fu, F. (2009), "Progressive collapse analysis of high-rise building with 3-D finite element modeling method," J. Const. Steel. Res., 65(6), 2369-1278.
|
9 |
Fu, F. (2010), "3-D nonlinear dynamic progressive collapse analysis of multi-storey steel composite frame buildings," Parametric study. Eng. Struct., 32, 3974-3980.
DOI
ScienceOn
|
10 |
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, 1308-1318.
DOI
ScienceOn
|
11 |
Khandelwal, K. and El-Tawil, S. (2007) "Collapse behavior of steel special moment resisting frame connections." J. Struct. Eng., ASCE, 134(5), 646-655.
|
12 |
Khandelwal, K., El-Tawil, S., Kunnath, S.K. and Lew, S.H. (2008), "Macromodel-based simulation of progressive collapse: steel frame structures." J. Struct. Eng., ASCE, 134(7), 1070-1078.
DOI
ScienceOn
|
13 |
Khandelwal, K., El-Tawil, S. and Sadek, F. (2009), "Progressive collapse analysis of seismically designed steel braced frames." J. Const. Steel. Res., 65, 699-708.
DOI
ScienceOn
|
14 |
Krauthammer, T, Yim, H.C. (2009), "Localized damage effects on building robustness." Proceedings, ASCE Struct. Cong. Austin, TX.
|
15 |
Kwasniewski, L. (2010), "Nonlinear dynamic simulations of progressive collapse for a multistory building." Eng. Struct., 32, 1223-1235.
DOI
ScienceOn
|
16 |
Main, J.A. and Sadek, F. (2009), "Development of 3D models of steel moment-frame buildings for assessment of robustness and progressive collapse vulnerability." Proceedings, ASCE Structures Congress 2009, Austin, TX.
|
17 |
Sadek, F., El-Tawil, S. and Lew, H.S. (2008), "Robustness of composite floor systems with shear connections: modeling, simulation, and evaluation." J. Struct. Eng., ASCE, 134(11), 1717-1725.
DOI
ScienceOn
|
18 |
Sadek, F., Main, J.A. and Lew, H.S. (2009), "Testing and analysis of steel beam-column assemblies under column-removal scenarios." Proceedings, ASCE Structures Congress, Austin, TX.
|
19 |
Simulia (2010), Abaqus FEA.
|
20 |
Vlassis, A.G., Izzuddin, B.A., Elghazouli, A.Y. and Nethercot, D.A. (2008), "Progressive collapse of multi-storey buildings due to sudden column loss- Part II: Application." Eng. Struct., 30(5), 1424-1438.
DOI
ScienceOn
|