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Results: 1-12 |
Results: 12
COST-EFFECTIVENESS IN ACTIVE STRUCTURAL CONTROL
Authors: WEN YK SHINOZUKA M
Citation: Yk. Wen et M. Shinozuka, COST-EFFECTIVENESS IN ACTIVE STRUCTURAL CONTROL, Engineering structures, 20(3), 1998, pp. 216-221
METHOD OF RELIABILITY-BASED SEISMIC DESIGN .1. EQUIVALENT NONLINEAR-SYSTEMS
Authors: HAN SW WEN YK
Citation: Sw. Han et Yk. Wen, METHOD OF RELIABILITY-BASED SEISMIC DESIGN .1. EQUIVALENT NONLINEAR-SYSTEMS, Journal of structural engineering, 123(3), 1997, pp. 256-263
METHOD OF RELIABILITY-BASED SEISMIC DESIGN .2. CALIBRATION OF CODE PARAMETERS
Authors: HAN SW WEN YK
Citation: Sw. Han et Yk. Wen, METHOD OF RELIABILITY-BASED SEISMIC DESIGN .2. CALIBRATION OF CODE PARAMETERS, Journal of structural engineering, 123(3), 1997, pp. 264-270
REPORT OF THE WORKING GROUP ON DYNAMICS
Authors: CASCIATI F GRIGORIU M DERKIUREGHIAN A WEN YK VROUWENVELDER T
Citation: F. Casciati et al., REPORT OF THE WORKING GROUP ON DYNAMICS, Structural safety, 19(3), 1997, pp. 271-282
RESPONSE-SURFACE METHOD FOR TIME-VARIANT RELIABILITY-ANALYSIS
Authors: YAO THJ WEN YK
Citation: Thj. Yao et Yk. Wen, RESPONSE-SURFACE METHOD FOR TIME-VARIANT RELIABILITY-ANALYSIS, Journal of structural engineering, 122(2), 1996, pp. 193-201
DUAL-LEVEL DESIGNS OF BUILDINGS UNDER SEISMIC LOADS
Authors: WEN YK COLLINS KR HAN SW ELWOOD KJ
Citation: Yk. Wen et al., DUAL-LEVEL DESIGNS OF BUILDINGS UNDER SEISMIC LOADS, Structural safety, 18(2-3), 1996, pp. 195-224
CRANE LOAD MODELING
Authors: PASTERNAK H ROZMARYNOWSKI B WEN YK
Citation: H. Pasternak et al., CRANE LOAD MODELING, Structural safety, 17(4), 1996, pp. 205-224
DUAL-LEVEL SEISMIC DESIGN - A RELIABILITY-BASED METHODOLOGY
Authors: COLLINS KR WEN YK FOUTCH DA
Citation: Kr. Collins et al., DUAL-LEVEL SEISMIC DESIGN - A RELIABILITY-BASED METHODOLOGY, Earthquake engineering & structural dynamics, 25(12), 1996, pp. 1433-1467
PROBABILISTIC EVALUATION OF LIQUEFACTION POTENTIAL UNDER EARTHQUAKE LOADING
Authors: LOH CH CHENG CR WEN YK
Citation: Ch. Loh et al., PROBABILISTIC EVALUATION OF LIQUEFACTION POTENTIAL UNDER EARTHQUAKE LOADING, Soil dynamics and earthquake engineering, 14(4), 1995, pp. 269-278
RELIABILITY OF UNCERTAIN NONLINEAR TRUSSES UNDER RANDOM-EXCITATION .1.
Authors: CHERNG RH WEN YK
Citation: Rh. Cherng et Yk. Wen, RELIABILITY OF UNCERTAIN NONLINEAR TRUSSES UNDER RANDOM-EXCITATION .1., Journal of engineering mechanics, 120(4), 1994, pp. 733-747
RELIABILITY OF UNCERTAIN NONLINEAR TRUSSES UNDER RANDOM-EXCITATION .2.
Authors: CHERNG RH WEN YK
Citation: Rh. Cherng et Yk. Wen, RELIABILITY OF UNCERTAIN NONLINEAR TRUSSES UNDER RANDOM-EXCITATION .2., Journal of engineering mechanics, 120(4), 1994, pp. 748-757
RELIABILITY-BASED DESIGN UNDER MULTIPLE LOADS
Authors: WEN YK
Citation: Yk. Wen, RELIABILITY-BASED DESIGN UNDER MULTIPLE LOADS, Structural safety, 13(1-2), 1993, pp. 3-19
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