Bulletin of Earthquake Resistant Structure Research Center, Issue 27University of Tokyo |
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... INDUSTRIAL SCIENCE UNIVERSITY OF TOKYO INSTITUTE OF INDUSTRIAL SCIENCE OF TOKYO UNIVERSITY OF 3 13 21 33 41 53 53 69 89 103 113 < -- 129 143 149 This publication is supported by Foundation of Promotion of Industrial.
... INDUSTRIAL SCIENCE UNIVERSITY OF TOKYO INSTITUTE OF INDUSTRIAL SCIENCE OF TOKYO UNIVERSITY OF 3 13 21 33 41 53 53 69 89 103 113 < -- 129 143 149 This publication is supported by Foundation of Promotion of Industrial.
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... Industrial Science , University of Tokyo 2 Takenaka Corporation 3 Kayaba Industry Co. , Ltd. 13A CISP . ( S / W ) IN / -21-
... Industrial Science , University of Tokyo 2 Takenaka Corporation 3 Kayaba Industry Co. , Ltd. 13A CISP . ( S / W ) IN / -21-
Page 139
... Industrial Science , University of Tokyo , March 1993 . T. Katayama , M. A. H. Pramanik , A.S. Herath , K. Meguro : " INCEDE Newsletter , " Vol . 1 , Nos . 1-4 , Vol . 2 , Nos . 1 & 2 , Special Issues 1-3 , International Center for ...
... Industrial Science , University of Tokyo , March 1993 . T. Katayama , M. A. H. Pramanik , A.S. Herath , K. Meguro : " INCEDE Newsletter , " Vol . 1 , Nos . 1-4 , Vol . 2 , Nos . 1 & 2 , Special Issues 1-3 , International Center for ...
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