Bulletin of Earthquake Resistant Structure Research Center, Issue 27University of Tokyo |
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Page 41
Bull . ERS , No. 27 ( 1994 ) Seismic Capacity of Reinforced Concrete Apartment Buildings Damaged due to 1992 Erzincan Earthquake , Turkey by Yoshiaki Nakano * ABSTRACT This paper describes the seismic capacity of reinforced concrete ...
Bull . ERS , No. 27 ( 1994 ) Seismic Capacity of Reinforced Concrete Apartment Buildings Damaged due to 1992 Erzincan Earthquake , Turkey by Yoshiaki Nakano * ABSTRACT This paper describes the seismic capacity of reinforced concrete ...
Page 45
... reinforced concrete apartment buildings which suffered 1992 Erzincan Earthquake was evaluated and the correlation between the seismic capacity and the damage level was discussed . The results can be summarized as follows . ( 1 ) Schmidt ...
... reinforced concrete apartment buildings which suffered 1992 Erzincan Earthquake was evaluated and the correlation between the seismic capacity and the damage level was discussed . The results can be summarized as follows . ( 1 ) Schmidt ...
Page 59
... Reinforced Concrete Structures " Architectural Institute of Japan . , 1988. ( in Japanese ) 5 ) N. M Hawkins . , " Seismic Response Constraints for Slab Systems " Proceedings of Workshop on Earthquake Resistant Reinforced Concrete ...
... Reinforced Concrete Structures " Architectural Institute of Japan . , 1988. ( in Japanese ) 5 ) N. M Hawkins . , " Seismic Response Constraints for Slab Systems " Proceedings of Workshop on Earthquake Resistant Reinforced Concrete ...
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