Bulletin of Earthquake Resistant Structure Research Center, Issue 27University of Tokyo |
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Page 69
... of Industrial Science , University of Tokyo for the solution in the image space except for some -69- Wave Propagation of Single Layer Lattice Domes A Nishida and Y Hangai Wave Propagation of Single Layer Lattice Domes A Nishida and Y ...
... of Industrial Science , University of Tokyo for the solution in the image space except for some -69- Wave Propagation of Single Layer Lattice Domes A Nishida and Y Hangai Wave Propagation of Single Layer Lattice Domes A Nishida and Y ...
Page 136
... Hangai : " Recent Developments in the Field of Bifurcation Analysis " , SEISAN - KENKYU , 45 , 4 , 33-40 , April 1993 . M. Takayama , Y. Hangai : " Experiments of the Effect of Curvature of Cylinder on Buckling Behaviours of Reinforced ...
... Hangai : " Recent Developments in the Field of Bifurcation Analysis " , SEISAN - KENKYU , 45 , 4 , 33-40 , April 1993 . M. Takayama , Y. Hangai : " Experiments of the Effect of Curvature of Cylinder on Buckling Behaviours of Reinforced ...
Page 137
... Hangai : " Review on Methods of Bifurcation Analysis for Geometrically Nonlinear Structures " , Bulletin of the International Association for Shell and Spatial Structures , Vol.34 , No.2 , 133-149 , 1993 . Y. Hangai , K. Harada ...
... Hangai : " Review on Methods of Bifurcation Analysis for Geometrically Nonlinear Structures " , Bulletin of the International Association for Shell and Spatial Structures , Vol.34 , No.2 , 133-149 , 1993 . Y. Hangai , K. Harada ...
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