OPTIMUM CHARACTERISTICS OF ISOLATED STRUCTURES

[1] BHATTI MA, 1978, 7822 U CAL BERK EART

[2] PROBABILISTIC OPTIMUM BASE ISOLATION OF STRUCTURES [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (03): : 676 - 689

[3] OPTIMUM DESIGN OF A 1ST STORY DAMPING SYSTEM [J]. COMPUTERS & STRUCTURES, 1983, 17 (02) : 305 - 310

[4] CONSTANTINOU MC, 1984, THESIS RENSSELEAR PO

[5] Crandall S.H., 1963, Random vibration in mechanical systems

[6] DELFOSSE GC, 1980, 7TH WORLD C EARTHQ E

[7] B-VALUES AND OMEGA-GAMMA SEISMIC SOURCE MODELS - IMPLICATIONS FOR TECTONIC STRESS VARIATIONS ALONG ACTIVE CRUSTAL FAULT ZONES AND THE ESTIMATION OF HIGH-FREQUENCY STRONG GROUND MOTION [J]. JOURNAL OF GEOPHYSICAL RESEARCH, 1979, 84 (NB5): : 2235 - 2242

[8] HANKS TC, 1981, B SEISMOL SOC AM, V71, P2071

[9] IKONOMOU AS, 1979, 2ND P US NAT C EARTH, P443

[10] JAMES HM, 1947, MIT RAD LABORATORY S, V25, P333

[1] BHATTI MA, 1978, 7822 U CAL BERK EART

[2] PROBABILISTIC OPTIMUM BASE ISOLATION OF STRUCTURES [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (03): : 676 - 689

[3] OPTIMUM DESIGN OF A 1ST STORY DAMPING SYSTEM [J]. COMPUTERS & STRUCTURES, 1983, 17 (02) : 305 - 310

[4] CONSTANTINOU MC, 1984, THESIS RENSSELEAR PO

[5] Crandall S.H., 1963, Random vibration in mechanical systems

[6] DELFOSSE GC, 1980, 7TH WORLD C EARTHQ E

[7] B-VALUES AND OMEGA-GAMMA SEISMIC SOURCE MODELS - IMPLICATIONS FOR TECTONIC STRESS VARIATIONS ALONG ACTIVE CRUSTAL FAULT ZONES AND THE ESTIMATION OF HIGH-FREQUENCY STRONG GROUND MOTION [J]. JOURNAL OF GEOPHYSICAL RESEARCH, 1979, 84 (NB5): : 2235 - 2242

[8] HANKS TC, 1981, B SEISMOL SOC AM, V71, P2071

[9] IKONOMOU AS, 1979, 2ND P US NAT C EARTH, P443

[10] JAMES HM, 1947, MIT RAD LABORATORY S, V25, P333