-
1
-
-
77950339909
-
-
EN 1991-1-7 (2006), Eurocode 1: Actions on structures - Part 1-7: General actions accidental actions. European Committee for Standardization
-
EN 1991-1-7 (2006), Eurocode 1: Actions on structures - Part 1-7: General actions accidental actions. European Committee for Standardization; 2005.
-
(2005)
-
-
-
2
-
-
77950337582
-
-
US Department of Defense (DoD). Unified facilities criteria (UFC), DoD minimum antiterrorism standards for buildings. Washington (DC), Department of Defense, UFC 4-010-01, US Army Corps of Engineering
-
US Department of Defense (DoD). Unified facilities criteria (UFC), DoD minimum antiterrorism standards for buildings. Washington (DC), Department of Defense, UFC 4-010-01, US Army Corps of Engineering; 2002. p. 31.
-
(2002)
, pp. 31
-
-
-
4
-
-
13944264465
-
Progressive analysis procedure for progressive collapse
-
Marjanishvili S.M. Progressive analysis procedure for progressive collapse. J Perform Constr Facilities ASCE 2004, 18(2):79-85.
-
(2004)
J Perform Constr Facilities ASCE
, vol.18
, Issue.2
, pp. 79-85
-
-
Marjanishvili, S.M.1
-
6
-
-
44649123511
-
Progressive collapse of cold-formed steel framed structures
-
Bae S.W., LaBoube R.A., Belarbi A., Ayoub A. Progressive collapse of cold-formed steel framed structures. Thin-Walled Struct 2008, 46:706-719.
-
(2008)
Thin-Walled Struct
, vol.46
, pp. 706-719
-
-
Bae, S.W.1
LaBoube, R.A.2
Belarbi, A.3
Ayoub, A.4
-
7
-
-
58149196647
-
Progressive collapse analysis of seismically designed steel braced frames
-
Khandelwala K., El-Tawila S., Sadekb F. Progressive collapse analysis of seismically designed steel braced frames. J Constr Steel Res 2009, 65:699-708.
-
(2009)
J Constr Steel Res
, vol.65
, pp. 699-708
-
-
Khandelwala, K.1
El-Tawila, S.2
Sadekb, F.3
-
8
-
-
41549146600
-
Nethercot DA. Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework
-
Izzuddin B.A., Vlassis A.G., Elghazouli A.Y. Nethercot DA. Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework. Eng Struct 2008, 30:1308-1318.
-
(2008)
Eng Struct
, vol.30
, pp. 1308-1318
-
-
Izzuddin, B.A.1
Vlassis, A.G.2
Elghazouli, A.Y.3
-
9
-
-
41549114065
-
Progressive collapse of multi-storey buildings due to sudden column loss-Part II: Application
-
Vlassis A.G., Izzuddin B.A., Elghazouli A.Y., Nethercot D.A. Progressive collapse of multi-storey buildings due to sudden column loss-Part II: Application. Eng Struct 2008, 30:1424-1438.
-
(2008)
Eng Struct
, vol.30
, pp. 1424-1438
-
-
Vlassis, A.G.1
Izzuddin, B.A.2
Elghazouli, A.Y.3
Nethercot, D.A.4
-
10
-
-
54349113552
-
Structural collapse simulation under consideration of uncertainty - Fundamental concept and results
-
Hartmann D., Breidt M., Nguyen V., Stangenberg F., Höhler S., Schweizerhof K., et al. Structural collapse simulation under consideration of uncertainty - Fundamental concept and results. Comput Struct 2008, 86:2064-2078.
-
(2008)
Comput Struct
, vol.86
, pp. 2064-2078
-
-
Hartmann, D.1
Breidt, M.2
Nguyen, V.3
Stangenberg, F.4
Höhler, S.5
Schweizerhof, K.6
-
11
-
-
49049108106
-
Structural collapse simulation under consideration of uncertainty - Improvement of numerical efficiency
-
Möller B., Liebscher M., Schweizerhof K., Mattern S., Blankenhorn G. Structural collapse simulation under consideration of uncertainty - Improvement of numerical efficiency. Comput Struct 2008, 86:1875-1884.
-
(2008)
Comput Struct
, vol.86
, pp. 1875-1884
-
-
Möller, B.1
Liebscher, M.2
Schweizerhof, K.3
Mattern, S.4
Blankenhorn, G.5
-
12
-
-
33947574971
-
Structural collapse analysis of framed structures under impact loads using ASI-Gauss finite element method
-
Lynn K.M., Isobe D. Structural collapse analysis of framed structures under impact loads using ASI-Gauss finite element method. Int J Impact Eng 2007, 34:1500-1516.
-
(2007)
Int J Impact Eng
, vol.34
, pp. 1500-1516
-
-
Lynn, K.M.1
Isobe, D.2
-
13
-
-
1842610473
-
Beam element formulation and solution procedure for dynamic progressive collapse analysis
-
Kaewkulchai G., Williamson E.B. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Comput Struct 2004, 82:639-651.
-
(2004)
Comput Struct
, vol.82
, pp. 639-651
-
-
Kaewkulchai, G.1
Williamson, E.B.2
-
14
-
-
52349112448
-
Development of integrated system for progressive collapse analysis of building structures considering dynamic effects
-
Kim H.S., Kim J., An D.W. Development of integrated system for progressive collapse analysis of building structures considering dynamic effects. Adv Eng Software 2009, 40:1-8.
-
(2009)
Adv Eng Software
, vol.40
, pp. 1-8
-
-
Kim, H.S.1
Kim, J.2
An, D.W.3
-
15
-
-
0043093712
-
How did the WTC towers collapse: A new theory
-
Usmani A.S., Chung Y.C., Torero J.L. How did the WTC towers collapse: A new theory. Fire Safety J 2003, 38:501-533.
-
(2003)
Fire Safety J
, vol.38
, pp. 501-533
-
-
Usmani, A.S.1
Chung, Y.C.2
Torero, J.L.3
-
16
-
-
0345149377
-
The combined finite-discrete element method for structural failure and collapse
-
Munjiza A., Bangash T., John N.W.M. The combined finite-discrete element method for structural failure and collapse. Eng Fract Mech 2004, 71:469-483.
-
(2004)
Eng Fract Mech
, vol.71
, pp. 469-483
-
-
Munjiza, A.1
Bangash, T.2
John, N.W.M.3
-
17
-
-
61449253020
-
Simplified nonlinear progressive collapse analysis of welded steel moment frames
-
Lee C.H., Kim S., Han K.H., Lee K. Simplified nonlinear progressive collapse analysis of welded steel moment frames. J Constr Steel Res 2009, 65:113-1137.
-
(2009)
J Constr Steel Res
, vol.65
, pp. 113-1137
-
-
Lee, C.H.1
Kim, S.2
Han, K.H.3
Lee, K.4
-
18
-
-
58749098382
-
Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings
-
Mohamed O.A. Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings. Eng Struct 2009, 31:749-757.
-
(2009)
Eng Struct
, vol.31
, pp. 749-757
-
-
Mohamed, O.A.1
-
19
-
-
0033889909
-
An analysis of the global structural behaviour of the Cardington steel-framed building during the two BRE fire tests
-
Wang Y.C. An analysis of the global structural behaviour of the Cardington steel-framed building during the two BRE fire tests. Eng Struct 2000, 22:401-412.
-
(2000)
Eng Struct
, vol.22
, pp. 401-412
-
-
Wang, Y.C.1
-
20
-
-
77950340428
-
-
British Steel. The Behaviour of a multi-storey steel framed building subjected to fire attack experimental data by British steel plc
-
British Steel. The Behaviour of a multi-storey steel framed building subjected to fire attack experimental data by British steel plc. 1998. http://www.mace.manchester.ac.uk/project/research/structures/strucfire/DataBase/TestData/default1.htm.
-
(1998)
-
-
-
21
-
-
84865431458
-
BRE. Results and observations from full-scale fire test at BRE cardington
-
16 January 2003. Client Report by Building Research Establishment
-
BRE. Results and observations from full-scale fire test at BRE cardington. 16 January 2003. Client Report by Building Research Establishment; 2004. http://www.mace.manchester.ac.uk/project/research/structures/strucfire/DataBase/TestData/default1.htm.
-
(2004)
-
-
-
22
-
-
77950340789
-
Cardington large building test facility: Construction details for the first building
-
Bravery PN. Cardington large building test facility: Construction details for the first building. Building Research Establishment; 1994.
-
(1994)
Building Research Establishment
-
-
Bravery, P.N.1
-
24
-
-
30344486300
-
Modelling of the dynamic behaviour of profiled composite floors
-
El-Dardiry E., Ji T. Modelling of the dynamic behaviour of profiled composite floors. Eng Struct 2006, 28:567-579.
-
(2006)
Eng Struct
, vol.28
, pp. 567-579
-
-
El-Dardiry, E.1
Ji, T.2
-
25
-
-
84903455300
-
LS-DYNA Keyword Manual. Version 971. Livermore: Livermore Software Technology Corporation
-
Hallquist J.O.
-
Hallquist JO. LS-DYNA Keyword Manual. Version 971. Livermore: Livermore Software Technology Corporation; 2007.
-
(2007)
-
-
-
26
-
-
85061698151
-
Design of steel structures
-
ENV 1993-1-1. Eurocode 3
-
ENV 1993-1-1. Eurocode 3. Design of steel structures. General rules and rules for buildings. 1994.
-
(1994)
General rules and rules for buildings
-
-
-
27
-
-
0039768847
-
Recent research and design developments in steel and composite steel-concrete structures in USA
-
Galambos T.V. Recent research and design developments in steel and composite steel-concrete structures in USA. J Constr Steel Res 2000, 55(1-3):289-303.
-
(2000)
J Constr Steel Res
, vol.55
, Issue.1-3
, pp. 289-303
-
-
Galambos, T.V.1
-
28
-
-
4944264673
-
Calculation of the strain hardening behaviour of steel structures based on mill tests
-
Byfield M.P., Davies J.M., Dhanalakshmi M. Calculation of the strain hardening behaviour of steel structures based on mill tests. J Constr Steel Res 2005, 61:133-150.
-
(2005)
J Constr Steel Res
, vol.61
, pp. 133-150
-
-
Byfield, M.P.1
Davies, J.M.2
Dhanalakshmi, M.3
-
29
-
-
59349114685
-
Vila Real PMM. Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties
-
da Silva L.S., Rebelo C., Nethercot D., Marquesa L., SimÕesa R. Vila Real PMM. Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties. J Constr Steel Res 2009, 65:832-849.
-
(2009)
J Constr Steel Res
, vol.65
, pp. 832-849
-
-
da Silva, L.S.1
Rebelo, C.2
Nethercot, D.3
Marquesa, L.4
SimÕesa, R.5
-
30
-
-
84865936020
-
Bending tests of bolted end plate connections in cold formed rectangular hollow sections
-
Australia, University of Sydney
-
Wheeler A.T., Clarke M.J., Hancock G.J.. Bending tests of bolted end plate connections in cold formed rectangular hollow sections. Research report no. R736. Australia, University of Sydney; 2006. http://www.civil.usyd.edu.au/publications/r736.pdf.
-
(2006)
Research report no. R736
-
-
Wheeler, A.T.1
Clarke, M.J.2
Hancock, G.J.3
-
31
-
-
0346094213
-
Testing of simple joints and their characterisation for structural analysis
-
Aribert J.-M., Braham M., Lachal A. Testing of simple joints and their characterisation for structural analysis. J Constr Steel Res 2004, 60:659-681.
-
(2004)
J Constr Steel Res
, vol.60
, pp. 659-681
-
-
Aribert, J.-M.1
Braham, M.2
Lachal, A.3
-
32
-
-
77950338355
-
Development of generalized stress strain relationships for the concrete slab in shell models
-
University of Edinburgh
-
Gillie M. Development of generalized stress strain relationships for the concrete slab in shell models. PIT project research report SS2, Technical report. University of Edinburgh; 2000. http://guardian.150m.com/fire/technicalreports.html.
-
(2000)
PIT project research report SS2, Technical report
-
-
Gillie, M.1
-
33
-
-
0003442445
-
Design of concrete structures - Part 1: General rules and rules for buildings
-
ENV 1992-1-1:1992. Eurocode 2
-
ENV 1992-1-1:1992. Eurocode 2. Design of concrete structures - Part 1: General rules and rules for buildings. 1992.
-
(1992)
-
-
-
34
-
-
77950338614
-
On practical problems with verification and validation of computational models
-
Kwasniewski L. On practical problems with verification and validation of computational models. Arch Civil Eng 2009, LV(3):323-346.
-
(2009)
Arch Civil Eng
, vol.105
, Issue.3
, pp. 323-346
-
-
Kwasniewski, L.1
-
35
-
-
19944417612
-
Verification, validation, and predictive capability in computational engineering and physics
-
Oberkampf W.L., Trucano T.G., Hirsch C. Verification, validation, and predictive capability in computational engineering and physics. Appl Mech Rev 2004, 57(10):345-384.
-
(2004)
Appl Mech Rev
, vol.57
, Issue.10
, pp. 345-384
-
-
Oberkampf, W.L.1
Trucano, T.G.2
Hirsch, C.3
-
37
-
-
77951797789
-
Simplified concrete modeling with *MAT_CONCRET_DAMAGE_REL3
-
Bamberg
-
Schwer LE, Malvar LJ. Simplified concrete modeling with *MAT_CONCRET_DAMAGE_REL3. LS-DYNA Anwenderforum, Bamberg; 2005.
-
(2005)
LS-DYNA Anwenderforum
-
-
Schwer, L.E.1
Malvar, L.J.2
-
39
-
-
77950338249
-
-
ABAQUS. ABAQUS Benchmarks Manual. ABAQUS, Inc., Version 6.6, USA
-
ABAQUS. ABAQUS Benchmarks Manual. ABAQUS, Inc., Version 6.6, USA; 2006.
-
(2006)
-
-
-
40
-
-
84985936711
-
A generalized damage and failure formulation for SAMP
-
Du Bois P, Feucht M, Haufe A, Kolling S. A generalized damage and failure formulation for SAMP. LS-DYNA Anwenderforum, Keynote - Vorträge II, Ulm; 2006.
-
(2006)
LS-DYNA Anwenderforum, Keynote - Vorträge, Ulm;
, vol.2
-
-
Du Bois, P.1
Feucht, M.2
Haufe, A.3
Kolling, S.4
-
41
-
-
77950338743
-
Investigation of membrane flexure interaction in the Cardington slab at elevated temperatures
-
Gillie M. Investigation of membrane flexure interaction in the Cardington slab at elevated temperatures. PIT project research report SS3, Technical report: University of Edinburg; 2000. http://guardian.150m.com/fire/technicalreports.html.
-
(2000)
PIT project research report SS3, Technical report: University of Edinburg
-
-
Gillie, M.1
-
42
-
-
77950339808
-
Investigation of the dynamic characteristics of the steel-framed building at the Cardington
-
Ellis BR, Ji T. Investigation of the dynamic characteristics of the steel-framed building at the Cardington. In: G.S.T. Armer, T. O'Dell (Eds.). LBTF, Fire, static and dynamic tests of building structures. Proceedings of the 2nd Cardington Conference. 1996. p. 181-91.
-
(1996)
G.S.T. Armer, T. O'Dell (Eds.). LBTF, Fire, static and dynamic tests of building structures. Proceedings of the 2nd Cardington Conference.
, pp. 181-91
-
-
Ellis, B.R.1
Ji, T.2
-
43
-
-
0030100940
-
Full-scale measurements of the dynamic characteristics of buildings in the UK
-
Ellis B.R. Full-scale measurements of the dynamic characteristics of buildings in the UK. J Wind Eng Ind Aerodyn 1996, 59:365-382.
-
(1996)
J Wind Eng Ind Aerodyn
, vol.59
, pp. 365-382
-
-
Ellis, B.R.1
|