-
4
-
-
0003896470
-
-
Rep. No. EPM/GCS-1995-09, École Polytechnique, Montreal (in French)
-
Archambault, M.-H., Tremblay, R., and Filiatrault, A. (1995). "Étude du comportement séismique des contreventements ductiles en X avec profilés tubulaires en acier." Rep. No. EPM/GCS-1995-09, École Polytechnique, Montreal (in French).
-
(1995)
Étude du Comportement Séismique des Contreventements Ductiles en X Avec Profilés Tubulaires en Acier
-
-
Archambault, M.-H.1
Tremblay, R.2
Filiatrault, A.3
-
5
-
-
0024707697
-
Earthquake simulator testing of concentric braced dual system
-
Bertero, V. V., Uang, C.-M., Llopiz, C. R., and Igarashi, K. (1989). "Earthquake simulator testing of concentric braced dual system." J. Struct. Eng., 115(8), 1877-1894.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.8
, pp. 1877-1894
-
-
Bertero, V.V.1
Uang, C.-M.2
Llopiz, C.R.3
Igarashi, K.4
-
6
-
-
0004077303
-
-
CAN/CSA-S16.1-94, Rexdale, Ont., Canada
-
Canadian Standard Association (CSA). (1994). "Limit states design of steel structures." CAN/CSA-S16.1-94, Rexdale, Ont., Canada.
-
(1994)
Limit States Design of Steel Structures.
-
-
-
7
-
-
0041762966
-
-
Research Rep. No. UMCE 85-4, Univ. of Michigan, Ann Arbor, Mich.
-
El-Tayem, A. A., and Goel, S. C (1985). "Cyclic behavior of angle X-bracing with welded connections." Research Rep. No. UMCE 85-4, Univ. of Michigan, Ann Arbor, Mich.
-
(1985)
Cyclic Behavior of Angle X-bracing with Welded Connections.
-
-
El-Tayem, A.A.1
Goel, S.C.2
-
8
-
-
0022983508
-
Effective length factor for the design of X-bracing systems
-
El-Tayem, A. A., and Goel, S. C. (1986). "Effective length factor for the design of X-bracing systems." AISC Eng. J., 24(1), 41-45.
-
(1986)
AISC Eng. J.
, vol.24
, Issue.1
, pp. 41-45
-
-
El-Tayem, A.A.1
Goel, S.C.2
-
9
-
-
84930126350
-
Seismic testing of full-scale steel building - Part I
-
Foutch, D. A., Goel, S. C., and Roeder, C. W. (1987). "Seismic testing of full-scale steel building - Part I." J. Struct. Eng., 113(11). 2111-2129.
-
(1987)
J. Struct. Eng.
, vol.113
, Issue.11
, pp. 2111-2129
-
-
Foutch, D.A.1
Goel, S.C.2
Roeder, C.W.3
-
10
-
-
0024707738
-
Seismic performance of steel frames with inverted V braces
-
Fukuta, T., Nishiyama, I., Yamanouchi, H., and Kato, B. (1989). "Seismic performance of steel frames with inverted V braces." J. Struct. Eng., 115(8), 2016-2028.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.8
, pp. 2016-2028
-
-
Fukuta, T.1
Nishiyama, I.2
Yamanouchi, H.3
Kato, B.4
-
12
-
-
0003228771
-
Modeling of bracing members and seismic behavior of concentrically braced steel structures
-
Univ. of Michigan, Ann Arbor, Mich.
-
Hassan, O. F., and Goel, S. C. (1991). "Modeling of bracing members and seismic behavior of concentrically braced steel structures." Research Rep. No. UMCE 91-1, Univ. of Michigan, Ann Arbor, Mich.
-
(1991)
Research Rep. No. UMCE 911
, vol.UMCE 911
-
-
Hassan, O.F.1
Goel, S.C.2
-
13
-
-
0004274688
-
-
Whittier, Calif.
-
International Conference on Building Officials (ICBO). (1997). Uniform building code, Whittier, Calif.
-
(1997)
Uniform Building Code
-
-
-
14
-
-
0017982457
-
Inelastic response of restrained steel tubes
-
Jain, A. K., Goel, S. C., and Hanson, R. D. (1978). "Inelastic response of restrained steel tubes." J. Struct. Div. ASCE. 104(6), 897-910.
-
(1978)
J. Struct. Div. ASCE
, vol.104
, Issue.6
, pp. 897-910
-
-
Jain, A.K.1
Goel, S.C.2
Hanson, R.D.3
-
15
-
-
0019052508
-
Hysteretic cycles of axially loaded steel members
-
Jain, A. K., Goel, S. C., and Hanson, R. D. (1980). "Hysteretic cycles of axially loaded steel members." J. Struct. Div. ASCE, 106(8). 1777-1795.
-
(1980)
J. Struct. Div. ASCE
, vol.106
, Issue.8
, pp. 1777-1795
-
-
Jain, A.K.1
Goel, S.C.2
Hanson, R.D.3
-
16
-
-
0016950413
-
Inelastic cycles of axially loaded steel members
-
Kahn, L. F., and Hanson, R D. (1976). "Inelastic cycles of axially loaded steel members." J. Struct. Div. ASCE, 102(5), 947-959.
-
(1976)
J. Struct. Div. ASCE
, vol.102
, Issue.5
, pp. 947-959
-
-
Kahn, L.F.1
Hanson, R.D.2
-
17
-
-
0003950385
-
Seismic behavior of hollow and concrete-filled square tubular bracing members
-
Univ. of Michigan, Ann Arbor, Mich.
-
Lee, S., and Goel, S. C. (1987). "Seismic behavior of hollow and concrete-filled square tubular bracing members." Research Rep. No. UMCE 87-11, Univ. of Michigan, Ann Arbor, Mich.
-
(1987)
Research Rep. No. UMCE 8711
, vol.UMCE 8711
-
-
Lee, S.1
Goel, S.C.2
-
19
-
-
0009502877
-
Analysis and design of steel braces and braced frames in building structures
-
Y. Fukumoto and G. C Lee, eds., CRC Press, Boca Raton, Fla.
-
Nakashima, M., and Wakabayashi, M. (1992). "Analysis and design of steel braces and braced frames in building structures." Stability and ductility of steel structures under cyclic loading, Y. Fukumoto and G. C Lee, eds., CRC Press, Boca Raton, Fla., 309-321.
-
(1992)
Stability and Ductility of Steel Structures under Cyclic Loading
, pp. 309-321
-
-
Nakashima, M.1
Wakabayashi, M.2
-
20
-
-
3042907617
-
Notes on the seismic design of steel concentrically braced frames
-
San Francisco
-
Nordenson, G. J. P. (1984). "Notes on the seismic design of steel concentrically braced frames." Proc., 8th World Conf. on Earthquake Engineering, San Francisco, 395-402.
-
(1984)
Proc., 8th World Conf. on Earthquake Engineering
, pp. 395-402
-
-
Nordenson, G.J.P.1
-
21
-
-
0024686483
-
Theoretical study of the buckling strength of compression members connected to coplanar tension members
-
Picard, A., and Beaulieu, D. (1989a). "Theoretical study of the buckling strength of compression members connected to coplanar tension members." Can. J. Civ. Eng., 16(3), 239-248.
-
(1989)
Can. J. Civ. Eng.
, vol.16
, Issue.3
, pp. 239-248
-
-
Picard, A.1
Beaulieu, D.2
-
22
-
-
0024685666
-
Experimental study of the buckling strength of compression members connected to coplanar tension members
-
Picard, A., and Beaulieu, D. (1989b). "Experimental study of the buckling strength of compression members connected to coplanar tension members." Can. J. Civ. Eng., 16(3), 249-257.
-
(1989)
Can. J. Civ. Eng.
, vol.16
, Issue.3
, pp. 249-257
-
-
Picard, A.1
Beaulieu, D.2
-
24
-
-
0019615159
-
Steel struts under severe cyclic loadings
-
Popov, E. P., and Black, R. G. (1981). "Steel struts under severe cyclic loadings." J. Struct. Eng., 107(9), 1857-1881.
-
(1981)
J. Struct. Eng.
, vol.107
, Issue.9
, pp. 1857-1881
-
-
Popov, E.P.1
Black, R.G.2
-
25
-
-
0017983550
-
Axial hyteresis behavior with end restraints
-
Prathuansit, D., Goel, S. C., and Hanson, R. D. (1978). "Axial hyteresis behavior with end restraints." J. Struct. Div. ASCE 104, 883-895.
-
(1978)
J. Struct. Div. ASCE
, vol.104
, pp. 883-895
-
-
Prathuansit, D.1
Goel, S.C.2
Hanson, R.D.3
-
26
-
-
0033076337
-
Design of cross-braced frames for predictable buckling behavior
-
Sabelli, R., and Hohbach, D. (1999). "Design of Cross-Braced Frames for Predictable Buckling Behavior." J. Struct. Eng., 125(2), 163-168.
-
(1999)
J. Struct. Eng.
, vol.125
, Issue.2
, pp. 163-168
-
-
Sabelli, R.1
Hohbach, D.2
-
27
-
-
0009474566
-
-
Master's thesis, Univ. of Calgary, Calgary, Alta., Canada
-
Shaback, J. B. (2001). "Behaviour of square HSS braces with end connections under reversed cyclic axial loading." Master's thesis, Univ. of Calgary, Calgary, Alta., Canada.
-
(2001)
Behaviour of Square HSS Braces with End Connections under Reversed Cyclic Axial Loading
-
-
Shaback, J.B.1
-
28
-
-
0039531075
-
Effective length spectra for cross bracings
-
Stoman, S. H. (1989). "Effective Length Spectra for Cross Bracings," J. Struct. Eng., 115(12), 3112-3122.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.12
, pp. 3112-3122
-
-
Stoman, S.H.1
-
30
-
-
0003096591
-
Seismic analysis and design considerations of braced steel structures
-
Univ. of Michigan, Ann Arbor, Mich.
-
Tang, X., and Goel, S. C. (1987). "Seismic analysis and design considerations of braced steel structures." Research Rep. No. UMCE 87-4, Univ. of Michigan, Ann Arbor, Mich.
-
(1987)
Research Rep. No. UMCE 874
, vol.UMCE 874
-
-
Tang, X.1
Goel, S.C.2
-
31
-
-
0024707724
-
Brace fractures and analysis of phase I structure
-
Tang, X., and Goel, S. C. (1989). "Brace fractures and analysis of phase I structure." J. Struct. Eng., 115(8), 1960-1976.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.8
, pp. 1960-1976
-
-
Tang, X.1
Goel, S.C.2
-
32
-
-
0036575435
-
Inelastic seismic response of steel bracing members
-
Tremblay, R. (2002). "Inelastic seismic response of steel bracing members." J. Constr. Steel Res., 58, 665-701.
-
(2002)
J. Constr. Steel Res.
, vol.58
, pp. 665-701
-
-
Tremblay, R.1
-
33
-
-
0030159448
-
Seismic design of steel buildings: Lessons from the 1995 Hyogoken-Nanbu earthquake
-
Tremblay, R., Bruneau, M., Nakashima, M., Prion, H. G. L., Filiatrault, A., and DeVall, R. (1996). "Seismic design of steel buildings: Lessons from the 1995 Hyogoken-Nanbu earthquake." Can. J. Civ. Eng., 23, 727-756.
-
(1996)
Can. J. Civ. Eng.
, vol.23
, pp. 727-756
-
-
Tremblay, R.1
Bruneau, M.2
Nakashima, M.3
Prion, H.G.L.4
Filiatrault, A.5
DeVall, R.6
-
34
-
-
0029416606
-
Performance of steel structures during the January 17, 1994 Northridge earthquake
-
Tremblay, R., Timler, P., Bruneau, M., and Filiatrault, A. (1995). "Performance of steel structures during the January 17, 1994 Northridge earthquake." Can. J. Civ. Eng., 22, 338-360.
-
(1995)
Can. J. Civ. Eng.
, vol.22
, pp. 338-360
-
-
Tremblay, R.1
Timler, P.2
Bruneau, M.3
Filiatrault, A.4
-
35
-
-
10844261394
-
Cyclic instability of steel moment connections with reduced beam sections
-
Montréal
-
Uang, C.-M., and Fan, C.-C. (2000). "Cyclic instability of steel moment connections with reduced beam sections." Proc., 3rd Int. STESSA Conf., Montréal, 747-753.
-
(2000)
Proc., 3rd Int. STESSA Conf.
, pp. 747-753
-
-
Uang, C.-M.1
Fan, C.-C.2
-
36
-
-
0016313597
-
Inelastic behavior of full-scale steel frames with and without bracings
-
Wakabayashi, M., Matsui, C., Minami, K., and Mitani, I. (1974). "Inelastic behavior of full-scale steel frames with and without bracings." Bull. Disaster Prevention Research Institute, Kyoto Univ., 24(216), 1-23.
-
(1974)
Bull. Disaster Prevention Research Institute, Kyoto Univ.
, vol.24
, Issue.216
, pp. 1-23
-
-
Wakabayashi, M.1
Matsui, C.2
Minami, K.3
Mitani, I.4
-
37
-
-
0001481189
-
Experimental studies on the elastic-plastic behavior of braced frames under repeated horizontal loading
-
Wakabayashi, M., Nakamura, T., and Yoshida, N. (1977). "Experimental studies on the elastic-plastic behavior of braced frames under repeated horizontal loading." Bull. Disaster Prevention Research Institute, Kyoto Univ., 27(251), 121-154.
-
(1977)
Bull. Disaster Prevention Research Institute, Kyoto Univ.
, vol.27
, Issue.251
, pp. 121-154
-
-
Wakabayashi, M.1
Nakamura, T.2
Yoshida, N.3
-
38
-
-
0003898755
-
Behaviour of cold-formed steel RHS members under cyclic loading
-
Univ. of Canterbury, Christchurch, New Zealand
-
Walpole, W. R. (1996). "Behaviour of cold-formed steel RHS members under cyclic loading." Research Rep. No. 96-4, Univ. of Canterbury, Christchurch, New Zealand.
-
(1996)
Research Rep. No. 96-4
, vol.96
, Issue.4
-
-
Walpole, W.R.1
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