-
1
-
-
84885112178
-
Design of an eccentrically-braced test frame with vertical shear links
-
Bouwkamp, J. G., Tamajani, N. G., Schneither, B., and Kakalagos, A. (1994). "Design of an eccentrically-braced test frame with vertical shear links." Proc., 2nd Int. Conf. on Earthquake Resistant Constr. and Des.
-
(1994)
Proc., 2nd Int. Conf. on Earthquake Resistant Constr. and Des.
-
-
Bouwkamp, J.G.1
Tamajani, N.G.2
Schneither, B.3
Kakalagos, A.4
-
2
-
-
0003729119
-
-
McGrawHill Inc., New York, N.Y.
-
Bruneau, M., Uang, C. M., and Whittaker, A. (1997). Ductile design of steel structures. McGrawHill Inc., New York, N.Y.
-
(1997)
Ductile Design of Steel Structures
-
-
Bruneau, M.1
Uang, C.M.2
Whittaker, A.3
-
3
-
-
0040718358
-
Limit states of steel structures
-
Rexdale, Ontario, Canada
-
Canadian Standard Association (CSA). (1994). "Limit states of steel structures." Rep. No. CAN/CSA-S16.1-M94, Rexdale, Ontario, Canada.
-
(1994)
Rep. No. CAN/CSA-S16.1-M94
-
-
-
4
-
-
0024716912
-
On the design of eccentrically braced frames
-
Engelhardt, M. D., and Popov, E. P. (1989). "On the design of eccentrically braced frames." Earthquake Spectra, 5(3), 495-511.
-
(1989)
Earthquake Spectra
, vol.5
, Issue.3
, pp. 495-511
-
-
Engelhardt, M.D.1
Popov, E.P.2
-
5
-
-
0001961918
-
Use of vertical shear-links in eccentrically braced frames
-
A. A. Balkema, Rotterdam, The Netherlands
-
Fehling, E., Pauli, W., and Bouwkamp, J. G. (1992). "Use of vertical shear-links in eccentrically braced frames." Proc., 10th World Conf. on Earthquake Engrg., Vol. 8, A. A. Balkema, Rotterdam, The Netherlands, 4475-4479.
-
(1992)
Proc., 10th World Conf. on Earthquake Engrg.
, vol.8
, pp. 4475-4479
-
-
Fehling, E.1
Pauli, W.2
Bouwkamp, J.G.3
-
6
-
-
0003399423
-
Design considerations for shear links in eccentrically braced frames
-
Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
-
Malley, J. O., and Popov, E. P. (1983). "Design considerations for shear links in eccentrically braced frames." Rep. No. UCB/EERC-83/24, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
-
(1983)
Rep. No. UCB/EERC-83/24
-
-
Malley, J.O.1
Popov, E.P.2
-
8
-
-
0028678326
-
Energy dissipation behavior of shear panels made of low yield steel
-
Nakashima, M. (1994). "Energy dissipation behavior of shear panels made of low yield steel." Earthquake Engrg. and Struct. Dyn., 23(12), 1299-1313.
-
(1994)
Earthquake Engrg. and Struct. Dyn.
, vol.23
, Issue.12
, pp. 1299-1313
-
-
Nakashima, M.1
-
9
-
-
0003514892
-
DRAIN-3DX base program description and user guide
-
Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.
-
Prakash, V., Powell, G. H., and Campbell, S. (1994). "DRAIN-3DX base program description and user guide." Rep. No. UCB/SEMM-94/07, Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.
-
(1994)
Rep. No. UCB/SEMM-94/07
-
-
Prakash, V.1
Powell, G.H.2
Campbell, S.3
-
10
-
-
0039533005
-
Inelastic behavior of eccentrically braced steel frames under cyclic loadings
-
Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
-
Roeder, C. W., and Popov, E. P. (1977). "Inelastic behavior of eccentrically braced steel frames under cyclic loadings." Rep. No. UCB/EERC-77/18, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
-
(1977)
Rep. No. UCB/EERC-77/18
-
-
Roeder, C.W.1
Popov, E.P.2
-
11
-
-
0032208098
-
Ductile seismic retrofit of steel deck-truss bridges. I: Strategy and Modeling
-
ASCE
-
Sarraf, M., and Bruneau, M. (1998). "Ductile seismic retrofit of steel deck-truss bridges. I: Strategy and Modeling," J. Struct. Engrg., ASCE, 124(11), 1253-1262.
-
(1998)
J. Struct. Engrg.
, vol.124
, Issue.11
, pp. 1253-1262
-
-
Sarraf, M.1
Bruneau, M.2
-
12
-
-
0027341616
-
Design of steel triangular plate energy absorbers for seismic-resistant construction
-
Tsai, K.-C., Chen, H.-W., Hong, C.-P., and Su, Y.-F. (1993). "Design of steel triangular plate energy absorbers for seismic-resistant construction." Earthquake Spectra, 9(3), 505-528.
-
(1993)
Earthquake Spectra
, vol.9
, Issue.3
, pp. 505-528
-
-
Tsai, K.-C.1
Chen, H.-W.2
Hong, C.-P.3
Su, Y.-F.4
|