Bulletin of Earthquake Resistant Structure Research Center, Issue 27University of Tokyo |
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Page 11
... Meguro : INCEDE Looking Ahead , INCEDE Re- port - 1992-01 , March 1992 , 50 pages . ( 3 ) T.Katayama , M.A.H.Pramanik , A.S.Herath and K.Meguro : INCEDE -Our Activities and Aspirations , Seisan - Kenkyu , Vol.45 , No.3 , March 1993 , pp ...
... Meguro : INCEDE Looking Ahead , INCEDE Re- port - 1992-01 , March 1992 , 50 pages . ( 3 ) T.Katayama , M.A.H.Pramanik , A.S.Herath and K.Meguro : INCEDE -Our Activities and Aspirations , Seisan - Kenkyu , Vol.45 , No.3 , March 1993 , pp ...
Page 139
... Meguro , Y. Nakano : " Damage Report of the Erzincan Earthquake , Turkey , March 13 , 1992 , " Proc . of the Annual Conference of the Institute of Social Safety Science , No.3 , pp.69-77 , May 1993 . K. Meguro : " Application of the ...
... Meguro , Y. Nakano : " Damage Report of the Erzincan Earthquake , Turkey , March 13 , 1992 , " Proc . of the Annual Conference of the Institute of Social Safety Science , No.3 , pp.69-77 , May 1993 . K. Meguro : " Application of the ...
Page 146
... Meguro and five graduate students conducted a survey of the damage caused by the Kushiro - Oki Earthquake on January 15 , 1993. They visited Kushiro City and its surrounding areas from March 1 to 4 and interviewed various local ...
... Meguro and five graduate students conducted a survey of the damage caused by the Kushiro - Oki Earthquake on January 15 , 1993. They visited Kushiro City and its surrounding areas from March 1 to 4 and interviewed various local ...
Contents
TA658 44 | 8 |
Semiactive Seismic Isolation System Using Controllable Friction Damper | 21 |
Dependence on Frequency of the Failure Process of a Slope Made up of Coarse Particles | 33 |
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actuator building Centro NS column controllable friction damper damage levels damping ductility Ductility Factor dynamic Earthquake Engineering effective slab width EI/L Elastic Erzincan Evaluation failure acceleration Finite Element Finite Element Analysis flexural Framed Structures Fujita gravity load Hangai Hybrid hysteretic IDNDR INCEDE Industrial Science International ISEC Japan Japanese Katayama kgf/cm² Konagai Kumazawa Kushiro Lateral Load layer Meguro method Multi-spring N/KG Nakano neural network non-structural walls nonlinear Northridge Earthquake Okada output Papers of Annual Predictor Professor ratio Reinforced Concrete Research response displacement seismic capacity seismic isolation effect semiactive control semiactive seismic isolation September 1993 shear strength Shifted Integration Technique shown in Fig Simulation slab reinforcement slab-column connections Soil Retaining Walls specimen strong ground motion subassemblages substructuring Summaries of Technical surface Symposium Table Tatsuoka Technical Papers training data transfer function Type unbalance forces University of Tokyo values velocity at point Vibration Control wave propagation