-
1
-
-
0022112743
-
Random vibration of degrading, pinching systems
-
Baber, T. T., and Noori, M. N. (1985). "Random vibration of degrading, pinching systems." J. Engrg. Mech., ASCE, 111(8), 1010-1026.
-
(1985)
J. Engrg. Mech., ASCE
, vol.111
, Issue.8
, pp. 1010-1026
-
-
Baber, T.T.1
Noori, M.N.2
-
2
-
-
0019683069
-
Random vibration of hysteretic, degrading systems
-
Baber, T. T., and Wen, Y. K. (1981). "Random vibration of hysteretic, degrading systems." J. Engrg. Mech. Div., ASCE, 107(6), 1069-1087.
-
(1981)
J. Engrg. Mech. Div., ASCE
, vol.107
, Issue.6
, pp. 1069-1087
-
-
Baber, T.T.1
Wen, Y.K.2
-
3
-
-
0028977375
-
Energy-based linear damage model for high-intensity seismic loading
-
Chai, Y. H., Romstad, K. M., and Bird, S. M. (1995). "Energy-based linear damage model for high-intensity seismic loading." J. Struct. Engrg., ASCE, 121(5), 857-864.
-
(1995)
J. Struct. Engrg., ASCE
, vol.121
, Issue.5
, pp. 857-864
-
-
Chai, Y.H.1
Romstad, K.M.2
Bird, S.M.3
-
4
-
-
26144467482
-
-
Earthquake Spectra, J. F. Hall, Tech. Ed.
-
Earthquake Engineering Research Institute (EERI). (1996). Northridge earthquake of January 17, 1994 reconnaissance report, Vol. 2. Supplement C to Vol. 11, Earthquake Spectra, J. F. Hall, Tech. Ed.
-
(1996)
Northridge Earthquake of January 17, 1994 Reconnaissance Report
, vol.2-11
, Issue.SUPPL. C
-
-
-
5
-
-
0027801476
-
Cyclic-loading performance of welded flange-bolted web connections
-
Engelhardt, M. D., and Husain, A. S. (1993). "Cyclic-loading performance of welded flange-bolted web connections." J. Struct. Engrg., ASCE, 119(12), 3537-3550.
-
(1993)
J. Struct. Engrg., ASCE
, vol.119
, Issue.12
, pp. 3537-3550
-
-
Engelhardt, M.D.1
Husain, A.S.2
-
6
-
-
0000778056
-
Hysteresis modeling of wood joints and structural systems
-
Foliente, G. C. (1995). "Hysteresis modeling of wood joints and structural systems." J. Struct. Engrg., ASCE, 121(6), 1013-1022.
-
(1995)
J. Struct. Engrg., ASCE
, vol.121
, Issue.6
, pp. 1013-1022
-
-
Foliente, G.C.1
-
7
-
-
0032470112
-
Seismic response of steel frame building to nearsource ground motions
-
Hall, J. F. (1998). "Seismic response of steel frame building to nearsource ground motions." Int. J. Earthquake Engrg. and Struct. Dyn., 27(12), 1445-1464.
-
(1998)
Int. J. Earthquake Engrg. and Struct. Dyn.
, vol.27
, Issue.12
, pp. 1445-1464
-
-
Hall, J.F.1
-
8
-
-
0342535425
-
Seismic design of steel moment frames: An update
-
EERI Regional Seminar Series, Earthquake Engineering Research Institute, El Cerrito, Calif.
-
Krawinkler, H. (1996). "Seismic design of steel moment frames: An update." Chicago Regional Seminar on Seismic Engrg. Issues, EERI Regional Seminar Series, Earthquake Engineering Research Institute, El Cerrito, Calif.
-
(1996)
Chicago Regional Seminar on Seismic Engrg. Issues
-
-
Krawinkler, H.1
-
9
-
-
0002671506
-
Enhancements to program IDARC: Modeling inelastic behavior of welded connections in steel moment-resisting frames
-
NIST, Gaithersburg, Md.
-
Kunnath, S. K. (1995). "Enhancements to program IDARC: Modeling inelastic behavior of welded connections in steel moment-resisting frames." NIST GCR 95-673, NIST, Gaithersburg, Md.
-
(1995)
NIST GCR 95-673
-
-
Kunnath, S.K.1
-
10
-
-
20544440270
-
-
Rep. No. SRS 516, Dept. of Civ. Engrg., University of Illinois at Urbana-Champaign, Urbana, Ill.
-
Park, Y. J., Ang, A. H.-S., and Wen, Y. K. (1984). Seismic damage analysis and damage-limiting design of R.C. buildings." Rep. No. SRS 516, Dept. of Civ. Engrg., University of Illinois at Urbana-Champaign, Urbana, Ill.
-
(1984)
Seismic Damage Analysis and Damage-limiting Design of R.C. Buildings
-
-
Park, Y.J.1
Ang, A.H.-S.2
Wen, Y.K.3
-
11
-
-
0022928530
-
Random vibration of hysteretic systems under bi-directional ground motions
-
Park, Y. J., Wen, Y. K., and Ang, A. H.-S. (1986). "Random vibration of hysteretic systems under bi-directional ground motions." Int. J. Earthquake Engrg. and Struct. Dyn., 14, 543-557.
-
(1986)
Int. J. Earthquake Engrg. and Struct. Dyn.
, vol.14
, pp. 543-557
-
-
Park, Y.J.1
Wen, Y.K.2
Ang, A.H.-S.3
-
12
-
-
0016113952
-
Inelastic structural response to 2D ground motion
-
Pecknold, D. A. (1974). "Inelastic structural response to 2D ground motion." J. Engrg. Mech. Div., ASCE, 100(5), 949-963.
-
(1974)
J. Engrg. Mech. Div., ASCE
, vol.100
, Issue.5
, pp. 949-963
-
-
Pecknold, D.A.1
-
17
-
-
0001126599
-
Reinforced concrete response to simulated earthquakes
-
Takeda, T., Sozen, M. A., and Nielson, M. N. (1970). "Reinforced concrete response to simulated earthquakes." J. Struct. Div., ASCE, 96, 2557-2573.
-
(1970)
J. Struct. Div., ASCE
, vol.96
, pp. 2557-2573
-
-
Takeda, T.1
Sozen, M.A.2
Nielson, M.N.3
-
18
-
-
85037791884
-
-
Rep. No. UCB/EERC-97/05, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Richmond, Calif.
-
Uang, C. M. (1997). "Cyclic performance of beam top flanges in steel moment frame connections." Rep. No. UCB/EERC-97/05, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Richmond, Calif.
-
(1997)
Cyclic Performance of Beam Top Flanges in Steel Moment Frame Connections
-
-
Uang, C.M.1
-
19
-
-
0342780027
-
-
PhD dissertation, Dept. of Civ. and Envir. Engrg., University of Illinois at Urbana-Champaign, Urbana, Ill.
-
Wang, C.-H. (1998). "Reliability and redundancy of low-rise steel buildings under seismic excitation." PhD dissertation, Dept. of Civ. and Envir. Engrg., University of Illinois at Urbana-Champaign, Urbana, Ill.
-
(1998)
Reliability and Redundancy of Low-rise Steel Buildings under Seismic Excitation
-
-
Wang, C.-H.1
-
20
-
-
85037800172
-
Reliability and redundancy of buildings under seismic loads
-
Earthquake Engineering Research Institute, Seattle
-
Wang, C.-H., and Wen, Y. K. (1998). "Reliability and redundancy of buildings under seismic loads." Proc., CD-ROM, 6th U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Seattle.
-
(1998)
Proc., CD-ROM, 6th U.S. National Conference on Earthquake Engineering
-
-
Wang, C.-H.1
Wen, Y.K.2
-
21
-
-
0034298837
-
Evaluation of pre-northridge lowrise steel buildings. II: Reliability
-
Wang, C.-H., and Wen, Y. K. (2000). "Evaluation of pre-Northridge lowrise steel buildings. II: Reliability." J. Struct. Engrg., ASCE, 126(10), 1169-1176.
-
(2000)
J. Struct. Engrg., ASCE
, vol.126
, Issue.10
, pp. 1169-1176
-
-
Wang, C.-H.1
Wen, Y.K.2
-
22
-
-
0023332740
-
Static and dynamic analysis of multi-story building, including P-delta effects
-
Wilson, E. L., and Habibullah, A. (1987). "Static and dynamic analysis of multi-story building, including P-Delta effects." Earthquake Spectra, 3(2), 289-298.
-
(1987)
Earthquake Spectra
, vol.3
, Issue.2
, pp. 289-298
-
-
Wilson, E.L.1
Habibullah, A.2
-
23
-
-
0003932790
-
-
Rep. No. UCB/EERC-95/08, University of California, Berkeley, Berkeley, Calif.
-
Yang, T.-S., and Popov, E. P. (1995). "Behavior of pre-Northridge moment resisting steel connections." Rep. No. UCB/EERC-95/08, University of California, Berkeley, Berkeley, Calif.
-
(1995)
Behavior of Pre-Northridge Moment Resisting Steel Connections
-
-
Yang, T.-S.1
Popov, E.P.2
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