-
1
-
-
18144384662
-
Ronan point apartment tower collapse and its effect on building codes
-
Delatte N., and Pearson C. Ronan point apartment tower collapse and its effect on building codes. J Perform Construct Facil ASCE 19 2 (2005) 172-177
-
(2005)
J Perform Construct Facil ASCE
, vol.19
, Issue.2
, pp. 172-177
-
-
Delatte, N.1
Pearson, C.2
-
3
-
-
85009490067
-
-
United States Army Corps of Engineers. Technical instructions: structural design criteria for buildings; TI 809-02. US Army Corps of Engineers, Washington DC; 1999.
-
United States Army Corps of Engineers. Technical instructions: structural design criteria for buildings; TI 809-02. US Army Corps of Engineers, Washington DC; 1999.
-
-
-
-
4
-
-
0032140774
-
The oklahoma city bombing: summary and recommendations for multihazard mitigation
-
Corley W.G., Mlakar P.F., Sozen M.A., and Thornton C.H. The oklahoma city bombing: summary and recommendations for multihazard mitigation. J Perform Construct Facil ASCE 12 3 (1998) 100-112
-
(1998)
J Perform Construct Facil ASCE
, vol.12
, Issue.3
, pp. 100-112
-
-
Corley, W.G.1
Mlakar, P.F.2
Sozen, M.A.3
Thornton, C.H.4
-
5
-
-
85009515556
-
-
National Research Council of Canada. National building code of Canada 1995. Ottawa, Canada; 1996.
-
National Research Council of Canada. National building code of Canada 1995. Ottawa, Canada; 1996.
-
-
-
-
6
-
-
85009493230
-
-
International Building Code. International Code Council, USA; 2006.
-
International Building Code. International Code Council, USA; 2006.
-
-
-
-
7
-
-
85009511906
-
-
American Concrete Institute. Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), 2002.
-
American Concrete Institute. Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), 2002.
-
-
-
-
8
-
-
85009486919
-
-
The US General Services Administration. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. GSA, June 2003.
-
The US General Services Administration. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. GSA, June 2003.
-
-
-
-
9
-
-
85009493231
-
-
Unified Facilities Criteria. Design of buildings to resist progressive collapse. (UFC4-023-03), US Department of Defense; 2005.
-
Unified Facilities Criteria. Design of buildings to resist progressive collapse. (UFC4-023-03), US Department of Defense; 2005.
-
-
-
-
10
-
-
0026371819
-
Dynamic effects in progressive failure of structures
-
Pretlove A.J., Ramsden M., and Atkins A.G. Dynamic effects in progressive failure of structures. Int J Impact Eng 11 4 (1991) 539-546
-
(1991)
Int J Impact Eng
, vol.11
, Issue.4
, pp. 539-546
-
-
Pretlove, A.J.1
Ramsden, M.2
Atkins, A.G.3
-
11
-
-
1842610473
-
Beam element formulation and solution procedure for dynamic progressive collapse analysis
-
Kaewkulchai G., and Williamson E.B. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Comput Struct 82 (2004) 639-651
-
(2004)
Comput Struct
, vol.82
, pp. 639-651
-
-
Kaewkulchai, G.1
Williamson, E.B.2
-
12
-
-
85009486906
-
-
Choi HJ, Krauthammer T. Investigation of progressive collapse phenomena in a multi story building. In: Proceedings of the eleventh international symposium on the interaction of the effects of munitions with structures, Mannheim, Germany, 5-9 May 2003.
-
Choi HJ, Krauthammer T. Investigation of progressive collapse phenomena in a multi story building. In: Proceedings of the eleventh international symposium on the interaction of the effects of munitions with structures, Mannheim, Germany, 5-9 May 2003.
-
-
-
-
14
-
-
0022043291
-
Mechanistic seismic damage model for reinforced concrete
-
Park Y.J., and Ang A.H.S. Mechanistic seismic damage model for reinforced concrete. J Struct Eng ASCE 111 4 (1985) 722-739
-
(1985)
J Struct Eng ASCE
, vol.111
, Issue.4
, pp. 722-739
-
-
Park, Y.J.1
Ang, A.H.S.2
-
15
-
-
0032204880
-
Damage model for reinforced concrete elements under cyclic loading
-
Rao P.S., Sarma B.S., Lakshmanan N., and Stangenberg F. Damage model for reinforced concrete elements under cyclic loading. ACI Mater J 95 6 (1998) 682-690
-
(1998)
ACI Mater J
, vol.95
, Issue.6
, pp. 682-690
-
-
Rao, P.S.1
Sarma, B.S.2
Lakshmanan, N.3
Stangenberg, F.4
-
16
-
-
0028312811
-
Hysteretic behavior of steel members: analytical models and experimental tests
-
Azevedo J., and Calado L. Hysteretic behavior of steel members: analytical models and experimental tests. J Construct Steel Res 29 (1994) 71-94
-
(1994)
J Construct Steel Res
, vol.29
, pp. 71-94
-
-
Azevedo, J.1
Calado, L.2
-
17
-
-
0020250653
-
Cumulative damage in steel structures subjected to earthquake ground motions
-
Krawinkler H., and Zohrei M. Cumulative damage in steel structures subjected to earthquake ground motions. Comput Struct 16 1 (1983) 531-541
-
(1983)
Comput Struct
, vol.16
, Issue.1
, pp. 531-541
-
-
Krawinkler, H.1
Zohrei, M.2
-
18
-
-
19144372504
-
A damage index of generalized applicability
-
Colombo A., and Negro P. A damage index of generalized applicability. Eng Struct 27 (2005) 1164-1174
-
(2005)
Eng Struct
, vol.27
, pp. 1164-1174
-
-
Colombo, A.1
Negro, P.2
-
20
-
-
85009493517
-
-
FEMA. Prestandard and commentary for the seismic rehabilitation of buildings. FEMA-356, Federal Emergency Management Agency, Washington (DC); 2000.
-
FEMA. Prestandard and commentary for the seismic rehabilitation of buildings. FEMA-356, Federal Emergency Management Agency, Washington (DC); 2000.
-
-
-
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