A DISTRIBUTED-ELEMENT MODEL FOR HYSTERESIS AND ITS STEADY-STATE DYNAMIC RESPONSE

[1] BERG GV, 1960, P AMERICAN SOCIETY C, V86, P35

[2] Caughey T K., 1960, J APPL MECH, V27, P649, DOI [10.1115/1.3644077, DOI 10.1115/1.3644077]

[3] CAUGHEY TK, 1960, J APPL MECH-T ASME, V82, P640

[4] Goodman LE., 1956, J APPL MECH, V23, P421

[5] HANSON RD, 1965, THESIS CALIFORNIA I

[6] STEADY-STATE RESPONSE OF A 2-DEGREE-OF-FREEDOM BILINEAR HYSTERETIC SYSTEM [J]. JOURNAL OF APPLIED MECHANICS, 1965, 32 (01): : 151 - &

[7] IWAN WD, 1965, 3 P WORLD C EARTHQ E

[8] JACOBSEN LS, 1952, S EARTHQUAKE BLAST E, P112

[9] JENNINGS PC, 1964, P AM SOC CIVIL ENG, V90, P131

[10] Ramberg W., 1943, TN902 NACA

[1] BERG GV, 1960, P AMERICAN SOCIETY C, V86, P35

[2] Caughey T K., 1960, J APPL MECH, V27, P649, DOI [10.1115/1.3644077, DOI 10.1115/1.3644077]

[3] CAUGHEY TK, 1960, J APPL MECH-T ASME, V82, P640

[4] Goodman LE., 1956, J APPL MECH, V23, P421

[5] HANSON RD, 1965, THESIS CALIFORNIA I

[6] STEADY-STATE RESPONSE OF A 2-DEGREE-OF-FREEDOM BILINEAR HYSTERETIC SYSTEM [J]. JOURNAL OF APPLIED MECHANICS, 1965, 32 (01): : 151 - &

[7] IWAN WD, 1965, 3 P WORLD C EARTHQ E

[8] JACOBSEN LS, 1952, S EARTHQUAKE BLAST E, P112

[9] JENNINGS PC, 1964, P AM SOC CIVIL ENG, V90, P131

[10] Ramberg W., 1943, TN902 NACA