-
2
-
-
0035451155
-
Energy approach in performance-based design of steel moment resisting frames for basic safety objective
-
Akbas, B., Shen, J. and Hao, H. (2001), "Energy approach in performance-based design of steel moment resisting frames for basic safety objective", Struct. Des. Tall Build., 10 (8), 193-217.
-
(2001)
Struct. Des. Tall Build.
, vol.10
, Issue.8
, pp. 193-217
-
-
Akbas, B.1
Shen, J.2
Hao, H.3
-
4
-
-
0014651725
-
A measure of earthquake intensity
-
Eds. Hansen, R. J., MIT Press, Cambridge, MA
-
Arias, A. (1970), "A measure of earthquake intensity", Seismic Design for Nuclear Power Plants, Eds. Hansen, R. J., MIT Press, Cambridge, MA, 438-483.
-
(1970)
Seismic Design for Nuclear Power Plants
, pp. 438-483
-
-
Arias, A.1
-
5
-
-
34247576178
-
Hysteretic energy demands for SDOF systems subjected to narrow band earthquake ground motions. Applications to the lake bed zone of Mexico City
-
Arroyo, D. and Ordaz, M. (2007), "Hysteretic energy demands for SDOF systems subjected to narrow band earthquake ground motions. Applications to the lake bed zone of Mexico City", J. Earthq. Eng., 11 (2), 147-165.
-
(2007)
J. Earthq. Eng.
, vol.11
, Issue.2
, pp. 147-165
-
-
Arroyo, D.1
Ordaz, M.2
-
7
-
-
77958549818
-
Correlation between local and global cyclic structural capacity of SMR frames
-
Geneva Switzerland
-
Bojórquez, E., Diaz, M. A., Ruiz, S. E. and Terán-Gilmore, A. (2006), "Correlation between local and global cyclic structural capacity of SMR frames", First European Conference on Earthquake Engineering and Seismology, Geneva Switzerland.
-
(2006)
First European Conference on Earthquake Engineering and Seismology
-
-
Bojórquez, E.1
Diaz, M.A.2
Ruiz, S.E.3
Terán-Gilmore, A.4
-
8
-
-
43249114682
-
Reliability-based evaluation of steel structures using energy concepts
-
Bojórquez, E., Ruiz, S. E. and Terán-Gilmore, A. (2008a), "Reliability-based evaluation of steel structures using energy concepts", Eng. Struct., 30 (6), 1745-1759.
-
(2008)
Eng. Struct.
, vol.30
, Issue.6
, pp. 1745-1759
-
-
Bojórquez, E.1
Ruiz, S.E.2
Terán-Gilmore, A.3
-
11
-
-
77958584161
-
Explicit consideration of cumulative damage for seismic design of structures through ductility reduction factors
-
Bojórquez, E., Terán-Gilmore A., Bojórquez J. and Ruiz, S. E. (2009), "Explicit consideration of cumulative damage for seismic design of structures through ductility reduction factors", Revista de Ingeniería Sísmica (Sociedad Mexicana de Ingeniería Sísmica), 80, 31-62.
-
(2009)
Revista de Ingeniería Sísmica (Sociedad Mexicana de Ingeniería Sísmica)
, vol.80
, pp. 31-62
-
-
Bojórquez, E.E.1
Terán-Gilmore, A.2
Bojórquez, J.3
Ruiz, S.E.4
-
13
-
-
84938332037
-
Preliminary results of an experimental program on the cyclic response and rotation capacity of steel members
-
Philadelphia Pennsylvania
-
Brescia, M., Landolfo, R., Mammana, O., Iannone, F., Piluso, V. and Rizzano, G. (2009), "Preliminary results of an experimental program on the cyclic response and rotation capacity of steel members", Behaviour of Steel Structures in Seismic Areas STESSA, Philadelphia Pennsylvania.
-
(2009)
Behaviour of Steel Structures in Seismic Areas STESSA
-
-
Brescia, M.1
Landolfo, R.2
Mammana, O.3
Iannone, F.4
Piluso, V.5
Rizzano, G.6
-
15
-
-
70350188718
-
Seismic performance evaluation for steel MRF: Non linear dynamic and static analyses
-
Calderoni, B. and Rinaldi, Z. (2002), "Seismic performance evaluation for steel MRF: non linear dynamic and static analyses", Steel. Compos. Struct., 2 (2), 113-128.
-
(2002)
Steel. Compos. Struct.
, vol.2
, Issue.2
, pp. 113-128
-
-
Calderoni, B.1
Rinaldi, Z.2
-
18
-
-
28444449789
-
Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum
-
Choi, H. and Kim, J. (2006), "Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum", Eng. Struct., 28 (2), 304-311.
-
(2006)
Eng. Struct.
, vol.28
, Issue.2
, pp. 304-311
-
-
Choi, H.1
Kim, J.2
-
19
-
-
0004215152
-
Cyclic tests on large scale steel moment connections
-
Phil M. Ferguson Structural Engineering Laboratory, University of Texas at Austin
-
Engelhardt, M. D. and Husain, A. S. (1992), "Cyclic tests on large scale steel moment connections", Report No. PMFSEL 92-2, Phil M. Ferguson Structural Engineering Laboratory, University of Texas at Austin.
-
(1992)
Report No. PMFSEL 92-2
-
-
Engelhardt, M.D.1
Husain, A.S.2
-
20
-
-
0027042410
-
Equivalent ductility factors taking into account low-cycle fatigue
-
Fajfar, P. (1992), "Equivalent ductility factors taking into account low-cycle fatigue", Earthq. Eng. Struct. Dynam., 21 (10), 837-848.
-
(1992)
Earthq. Eng. Struct. Dynam.
, vol.21
, Issue.10
, pp. 837-848
-
-
Fajfar, P.1
-
22
-
-
33749015196
-
A state-of-knowledge review of the influence of strong-motion duration on structural damage
-
Hancock, J. and Bommer, J. J. (2006), "A state-of-knowledge review of the influence of strong-motion duration on structural damage", Earthq. Spectra, 22 (3), 827-845.
-
(2006)
Earthq. Spectra
, vol.22
, Issue.3
, pp. 827-845
-
-
Hancock, J.1
Bommer, J.J.2
-
24
-
-
0020250653
-
Cumulative damage in steel structure subjected to earthquake ground motions
-
Krawinkler, H. and Zohrei, M. (1983), "Cumulative damage in steel structure subjected to earthquake ground motions", Comput. Struct., 16 (1-4), 531-541.
-
(1983)
Comput. Struct.
, vol.16
, Issue.1-4
, pp. 531-541
-
-
Krawinkler, H.1
Zohrei, M.2
-
25
-
-
0002656360
-
Seismic design based on ductility and cumulative damage demands and capacities
-
Eds. Krawinkler H., Fajfar P., Elsevier Applied Science
-
Krawinkler, H. and Nassar, A. (1992), "Seismic design based on ductility and cumulative damage demands and capacities", Eds. Krawinkler H., Fajfar P., Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, Elsevier Applied Science, 95-104.
-
(1992)
Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings
, pp. 95-104
-
-
Krawinkler, H.1
Nassar, A.2
-
26
-
-
0022044039
-
Mechanistic seismic damage model for reinforced concrete
-
Park, Y. J. and Ang, A. H. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng. ASCE, 111 (4), 740-757.
-
(1985)
J. Struct. Eng. ASCE
, vol.111
, Issue.4
, pp. 740-757
-
-
Park, Y.J.1
Ang, A.H.2
-
27
-
-
0342692249
-
Cyclic loading of full-size steel connections
-
American Iron and Steel Institute
-
Popov, E. P. and Stephen, R. M. (1972), "Cyclic loading of full-size steel connections", American Iron and Steel Institute, Bulletin No. 21.
-
(1972)
Bulletin No. 21
-
-
Popov, E.P.1
Stephen, R.M.2
-
28
-
-
0033036520
-
Evaluation of a seismic damage parameter
-
Rodríguez, M. E. and Ariztizabal, J. C. (1999), "Evaluation of a seismic damage parameter". Earthq. Eng. Struct. Dynam., 28 (5), 463-477.
-
(1999)
Earthq. Eng. Struct. Dynam.
, vol.28
, Issue.5
, pp. 463-477
-
-
Rodríguez, M.E.1
Ariztizabal, J.C.2
-
29
-
-
70349257504
-
A damage index for the seismic analysis of reinforced concrete members
-
Rodríguez, M. E. and Padilla, C. (2008), "A damage index for the seismic analysis of reinforced concrete members", J. Earthq. Eng., 13 (3), 364-383.
-
(2008)
J. Earthq. Eng.
, vol.13
, Issue.3
, pp. 364-383
-
-
Rodríguez, M.E.1
Padilla, C.2
-
31
-
-
24144436019
-
A damage model for practical seismic design that accounts for low cycle fatigue
-
Terán-Gilmore, A. and Jirsa, J. O. (2005), "A damage model for practical seismic design that accounts for low cycle fatigue", Earthq. Spectra, 21 (3), 803-832.
-
(2005)
Earthq. Spectra
, vol.21
, Issue.3
, pp. 803-832
-
-
Terán-Gilmore, A.1
Jirsa, J.O.2
-
33
-
-
33847752184
-
Energy demands for seismic design against low-cycle fatigue
-
Terán-Gilmore, A. and Jirsa, J. O. (2007), "Energy demands for seismic design against low-cycle fatigue", Earthq. Eng. Struct. Dynam., 36 (3), 383-404.
-
(2007)
Earthq. Eng. Struct. Dynam.
, vol.36
, Issue.3
, pp. 383-404
-
-
Terán-Gilmore, A.1
Jirsa, J.O.2
-
34
-
-
0001477928
-
A study of the duration of strong earthquake ground motion
-
Trifunac M. D. and Brady A. G. (1975), "A study of the duration of strong earthquake ground motion", B. Seismol. Soc. Am., 65 (3), 581-626.
-
(1975)
B. Seismol. Soc. Am.
, vol.65
, Issue.3
, pp. 581-626
-
-
Trifunac, M.D.1
Brady, A.G.2
-
35
-
-
0003865225
-
Steel beam-column joints in seismic moment resisting frames
-
Earthquake Engineering Research Center, University of California at Berkeley
-
Tsai, K. C. and Popov, E. P. (1988), "Steel beam-column joints in seismic moment resisting frames", Report No. EERC 88/19, Earthquake Engineering Research Center, University of California at Berkeley.
-
(1988)
Report No. EERC 88/19
-
-
Tsai, K.C.1
Popov, E.P.2
-
36
-
-
84879682260
-
Experimental performance of seismic steel beam-column moment joints
-
Tsai, K. C., Wu, S. and Popov, E. P. (1995), "Experimental performance of seismic steel beam-column moment joints", J. Struct. Eng-ASCE, 121 (6), 925-931.
-
(1995)
J. Struct. Eng-ASCE
, vol.121
, Issue.6
, pp. 925-931
-
-
Tsai, K.C.1
Wu, S.2
Popov, E.P.3
-
37
-
-
0025227705
-
Evaluation of seismic energy in structures
-
Uang, C. M. and Bertero, V. V. (1990), "Evaluation of seismic energy in structures", Earthq. Eng. Struct. Dynam., 19 (1), 77-90.
-
(1990)
Earthq. Eng. Struct. Dynam.
, vol.19
, Issue.1
, pp. 77-90
-
-
Uang, C.M.1
Bertero, V.V.2
|