Bulletin of Earthquake Resistant Structure Research Center, Issue 27University of Tokyo |
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Page 5
... IDNDR . They also call for a meeting of the directors or their representatives at least once a year to discuss the progress on cooperative areas . We coorganized two international workshops , one in Bangkok , Thailand , and the other in ...
... IDNDR . They also call for a meeting of the directors or their representatives at least once a year to discuss the progress on cooperative areas . We coorganized two international workshops , one in Bangkok , Thailand , and the other in ...
Page 9
... IDNDR International Conference on " Toward New Frontiers Against Natural Disasters " ( November 27-30 , Chiba , Japan ) , the IDNDR International Sympo- sium on Earthquake Disaster Reduction Technology ( December 15-17 , 1992 , Tsukuba ...
... IDNDR International Conference on " Toward New Frontiers Against Natural Disasters " ( November 27-30 , Chiba , Japan ) , the IDNDR International Sympo- sium on Earthquake Disaster Reduction Technology ( December 15-17 , 1992 , Tsukuba ...
Page 139
... IDNDR Aichi / Nagoya International Conference 1993 JAPAN , Session 2-1 , IDNDR Aichi / Nagoya International Conference 1993 JAPAN , November 1993 . H. C. Shah , T. Katayama : " A Dream , A Challenge , and A Time for Action , " Proc . of ...
... IDNDR Aichi / Nagoya International Conference 1993 JAPAN , Session 2-1 , IDNDR Aichi / Nagoya International Conference 1993 JAPAN , November 1993 . H. C. Shah , T. Katayama : " A Dream , A Challenge , and A Time for Action , " Proc . of ...
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