-
3
-
-
70350155428
-
Role of accidental torsion in seismic reliability assessment for steel buildings
-
Chang, H.Y., Lin, Jay C.C., Lin, K.C., and Chen J.Y. (2009), "Role of accidental torsion in seismic reliability assessment for steel buildings", Steel Compos. Struct., 9(5), 457-471.
-
(2009)
Steel Compos. Struct.
, vol.9
, Issue.5
, pp. 457-471
-
-
Chang, H.Y.1
Lin Jay, C.C.2
Lin, K.C.3
Chen, J.Y.4
-
4
-
-
0026404013
-
Theoretical modeling of semi-rigid connections behavior
-
Colson, A. (1991), "Theoretical Modeling of Semi-rigid Connections Behavior", J. Constr. Steel Res., 19, 213-224.
-
(1991)
J. Constr. Steel Res.
, vol.19
, pp. 213-224
-
-
Colson, A.1
-
5
-
-
0003697447
-
-
PhD Thesis, Depart. Civ. Eng. Eng. Mech., University of Arizona, USA
-
El-Salti, M.K. (1992), "Design of frames with partially restrained connections", PhD Thesis, Depart. Civ. Eng. Eng. Mech., University of Arizona, USA.
-
(1992)
Design of Frames with Partially Restrained Connections
-
-
El-Salti, M.K.1
-
6
-
-
0036575152
-
Modeling of steel moment frames for seismic loads
-
Foutch, A. and Yun S.Y. (2002), "Modeling of steel moment frames for seismic loads", J. Constr. Steel Res., 58, 529-564.
-
(2002)
J. Constr. Steel Res.
, vol.58
, pp. 529-564
-
-
Foutch, A.1
Yun, S.Y.2
-
7
-
-
84856136972
-
State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking
-
FEMA, Federal Emergency Management Agency
-
FEMA (2000), "State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking", SAC Steel Project, Report FEMA 355C, Federal Emergency Management Agency.
-
(2000)
SAC Steel Project, Report FEMA 355C
-
-
-
8
-
-
0028977154
-
Nonlinear seismic response of space structures with PR connections
-
Gao, L. and Haldar, A. (1995), "Nonlinear seismic response of space structures with PR connections", Int. J. Micro. Civil Eng., 10, 27-37.
-
(1995)
Int. J. Micro. Civil Eng.
, vol.10
, pp. 27-37
-
-
Gao, L.1
Haldar, A.2
-
9
-
-
33845733693
-
Performance of two 18-story steel moment-frame buildings in southern California during two large simulated San Andreas earthquakes
-
DOI 10.1193/1.2360698
-
Krishnan, S., Ji, C., Komatitsch, D. and Tromp, J. (2006), "Performance of two 18-storey steel moment-frame building in southern California during two large simulated San Andres Earthquakes", Earthq. Spectra, 22(4), 1035-1061. (Pubitemid 44970873)
-
(2006)
Earthquake Spectra
, vol.22
, Issue.4
, pp. 1035-1061
-
-
Krishnan, S.1
Ji, C.2
Komatitsch, D.3
Tromp, J.4
-
10
-
-
47549091191
-
Fragility and hazard analysis of a welded steel moment resisting frame
-
Kazantzi, A.K., Righiniotis T.D. and Chryssanthopoulos, M.K. (2008), "Fragility and hazard analysis of a welded steel moment resisting frame", J. Earthq. Eng., 12, 596-615.
-
(2008)
J. Earthq. Eng.
, vol.12
, pp. 596-615
-
-
Kazantzi, A.K.1
Righiniotis, T.D.2
Chryssanthopoulos, M.K.3
-
11
-
-
33847117591
-
Evaluation of 3D steel moment frames under Earthquake excitations. I: Modeling
-
DOI 10.1061/(ASCE)0733-9445(2007)133:3(462)
-
Liao, K.W., Wen Y.K., and Foutch D.A. (2007), "Evaluation of 3D steel moment frames under earthquake excitations. I: modeling", J. Struct. Eng., ASCE, 133(3), 462-470. (Pubitemid 46281016)
-
(2007)
Journal of Structural Engineering
, vol.133
, Issue.3
, pp. 462-470
-
-
Liao, K.-W.1
Wen, Y.-K.2
Foutch, D.A.3
-
12
-
-
0003539495
-
Cyclic tests on simple connections including effects of the slab
-
SAC Joint Venture
-
Liu, J. and Astaneh-Asl, A. (2000), "Cyclic tests on simple connections including effects of the slab", Report SAC/BD-00/03, SAC Joint Venture.
-
(2000)
Report SAC/BD-00/03
-
-
Liu, J.1
Astaneh-Asl, A.2
-
13
-
-
0036498248
-
Performance evaluation of new steel frame buildings for seismic loads
-
DOI 10.1002/eqe.147
-
Lee, K. and Foutch, D.A. (2001), "Performance evaluation of new steel frame buildings for seismic loads", Earthq. Eng. Struct. D., 31(3), 653-670. (Pubitemid 34140543)
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, Issue.3
, pp. 653-670
-
-
Lee, K.1
Foutch, D.A.2
-
14
-
-
33747363701
-
Seismic evaluation of steel moment frames buildings designed using different R-Values
-
Lee, K. and Foutch, D.A. (2006), "Seismic evaluation of steel moment frames buildings designed using different R-Values", J. Struct. Eng. Divi., ASCE, 132(9), 1461-1472.
-
(2006)
J. Struct. Eng. Divi., ASCE
, vol.132
, Issue.9
, pp. 1461-1472
-
-
Lee, K.1
Foutch, D.A.2
-
15
-
-
23244444679
-
Seismic response analysis of steel frames with post-North ridge connection
-
Mehrabian, A., Haldar, A. and Reyes-Salazar, A. (2005), "Seismic response analysis of steel frames with postnorthridge connections", Steel Compos. Struct., 5(4), 271-287. (Pubitemid 41092803)
-
(2005)
Steel and Composite Structures
, vol.5
, Issue.4
, pp. 271-287
-
-
Mehrabian, A.1
Haldar, A.2
Reyes-Salazar, A.3
-
16
-
-
0019020886
-
Tests of beam-to-column web moment connections
-
Rentschler, G.P., Chen, W.F., and Driscoll, G.C. ( 1980), "Tests of beam-to-column web moment connections", J. Struct. Div., ASCE, 106(5),1005-1022.
-
(1980)
J. Struct. Div., ASCE
, vol.106
, Issue.5
, pp. 1005-1022
-
-
Rentschler, G.P.1
Chen, W.F.2
Driscoll, G.C.3
-
17
-
-
85038470444
-
Respuesta Sísmica Inelástica de Marcos de Acero Resistentes a Momento con Conexiones Rígidas y Semi-rígidas
-
Reyes-Salazar, A., Velazquez-Dimas, J.I., and López-Barraza, A. (2001), "Respuesta Sísmica Inelástica de Marcos de Acero Resistentes a Momento con Conexiones Rígidas y Semi-rígidas", Revista de Ingenieria Sismica de la Sociedad Mexicana de Ingenieria Sismica A.C., 64, 45-68.
-
(2001)
Revista de Ingenieria Sismica de la Sociedad Mexicana de Ingenieria Sismica A.C.
, vol.64
, pp. 45-68
-
-
Reyes-Salazar, A.1
Velazquez-Dimas, J.I.2
López-Barraza, A.3
-
18
-
-
0008695175
-
-
PhD Thesis, Dept. Civ. Eng. Eng. Mech., University of Arizona, USA
-
Reyes-Salazar, A. (1997), "Inelastic seismic response and ductility evaluation of steel frames with fully, partially restrained and composite connections", PhD Thesis, Dept. Civ. Eng. Eng. Mech., University of Arizona, USA.
-
(1997)
Inelastic Seismic Response and Ductility Evaluation of Steel Frames with Fully, Partially Restrained and Composite Connections
-
-
Reyes-Salazar, A.1
-
19
-
-
0032623389
-
Nonlinear seismic response of steel structures with semi-rigid and composite connections
-
Reyes-Salazar A. and Haldar, A. (1999), "Nonlinear seismic response of steel structures with semi-rigid and composite connections", J. Constr. Steel Res., 51, 37-59.
-
(1999)
J. Constr. Steel Res.
, vol.51
, pp. 37-59
-
-
Reyes-Salazar, A.1
Haldar, A.2
-
20
-
-
0034159645
-
Dissipation of energy in steel frames with PR connections
-
Reyes-Salazar, A. and Haldar, A. (2000), "Dissipation of energy in steel frames with PR connections", Struct. Eng. Mech., 9(3), 241-256. (Pubitemid 30528053)
-
(2000)
Structural Engineering and Mechanics
, vol.9
, Issue.3
, pp. 241-256
-
-
Reyes-Salazar, A.1
Haldar, A.2
-
21
-
-
0035339538
-
Energy dissipation at PR frames under seismic loading
-
DOI 10.1061/(ASCE)0733-9445(2001)127:5(588)
-
Reyes-Salazar, A. and Haldar, A. (2001a), "Energy dissipation at PR frames under seismic loading", J, Struct. Eng. ASCE, 127(5), 588-593. (Pubitemid 32432141)
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.5
, pp. 588-593
-
-
Salazar, A.R.1
Haldar, A.2
-
22
-
-
33751376722
-
Seismic response and energy dissipation in partially restrained and fully restrained steel frames: An analytical study
-
Reyes-Salazar, A. and Haldar, A. (2001b), "Seismic response and energy dissipation in partially restrained and fully restrained steel frames: an analytical study", Steel Compos. Struct., 1(4), 459-480.
-
(2001)
Steel Compos. Struct.
, vol.1
, Issue.4
, pp. 459-480
-
-
Reyes-Salazar, A.1
Haldar, A.2
-
23
-
-
0040637650
-
-
PRCONN, RMR Design Group, Tucson, Arizona
-
Richard, R.M. (1993), "Moment-rotation curves for partially restrained connections", PRCONN, RMR Design Group, Tucson, Arizona.
-
(1993)
Moment-rotation Curves for Partially Restrained Connections
-
-
Richard, R.M.1
|