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1
Shaking table test of a model bridge with sliding type base isolation system
Shaking table test of a model bridge with sliding type base isolation system
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Shaking table test of a model bridge with sliding type base isolation system

Okamoto, S

Journal of Structural Mechanics and Earthquake Engineering, 1995-01 (30), p.167-177

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2
Journal of structural mechanics and earthquake engineering
Journal of structural mechanics and earthquake engineering
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Journal of structural mechanics and earthquake engineering

Japan Society of Civil Engineers; Doboku Gakkai

Tokyo The Society 1993-

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (Acessar)

3
Comparison of seismic responses of 3-dimensional structure-pile foundation-ground interaction systems with those of 2-dimensional systems
Comparison of seismic responses of 3-dimensional structure-pile foundation-ground interaction systems with those of 2-dimensional systems
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Comparison of seismic responses of 3-dimensional structure-pile foundation-ground interaction systems with those of 2-dimensional systems

Ishihara, T ; Miura, F

Journal of Structural Mechanics and Earthquake Engineering, 1994-01 (29), p.123-131

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4
Elasto-plastic dynamic behaviors of steel cantilever columns with variable cross-section subjected to horizontal ground motion
Elasto-plastic dynamic behaviors of steel cantilever columns with variable cross-section subjected to horizontal ground motion
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Elasto-plastic dynamic behaviors of steel cantilever columns with variable cross-section subjected to horizontal ground motion

Miki, T

Journal of Structural Mechanics and Earthquake Engineering, 1994-01 (29), p.75-84

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5
The effect of ice on nonlinear seismic responses of a off-shore structure surrounded by thick ice considering dynamic interaction with water
The effect of ice on nonlinear seismic responses of a off-shore structure surrounded by thick ice considering dynamic interaction with water
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The effect of ice on nonlinear seismic responses of a off-shore structure surrounded by thick ice considering dynamic interaction with water

Miura, F ; Wang, J

Journal of Structural Mechanics and Earthquake Engineering, 1994-01 (26), p.117-125

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6
Three dimensional effective analysis for evaluating response of group pile foundation under liquefaction
Three dimensional effective analysis for evaluating response of group pile foundation under liquefaction
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Three dimensional effective analysis for evaluating response of group pile foundation under liquefaction

Ohtsuki, A

Journal of Structural Mechanics and Earthquake Engineering, 1994-01 (28), p.101-110

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7
Development of localized identification of S-wave velocity and quality factor in subsurface layers of ground
Development of localized identification of S-wave velocity and quality factor in subsurface layers of ground
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Development of localized identification of S-wave velocity and quality factor in subsurface layers of ground

Sawada, T

Journal of Structural Mechanics and Earthquake Engineering, 1994-01 (28), p.111-118

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8
Conditional simulation of space-time variation of earthquake ground motion by using multi-input linear systems theory
Conditional simulation of space-time variation of earthquake ground motion by using multi-input linear systems theory
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Conditional simulation of space-time variation of earthquake ground motion by using multi-input linear systems theory

Kawakami, H ; Ono, M

Journal of Structural Mechanics and Earthquake Engineering, 1994-01 (27), p.187-196

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9
Nonlinear seismic response analysis method for 3-D soil-structure interaction systems
Nonlinear seismic response analysis method for 3-D soil-structure interaction systems
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Nonlinear seismic response analysis method for 3-D soil-structure interaction systems

Ishihara, T ; Miura, F

Journal of Structural Mechanics and Earthquake Engineering, 1993-04 (23), p.145-154

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10
Study of dynamic behavior and the validity of the seismic deformation design method of the pier with deep caisson-type wall foundation
Study of dynamic behavior and the validity of the seismic deformation design method of the pier with deep caisson-type wall foundation
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Study of dynamic behavior and the validity of the seismic deformation design method of the pier with deep caisson-type wall foundation

Kikuchi, Toshio ; Kaino, Takaya

Journal of Structural Mechanics and Earthquake Engineering, 1993-10 (25), p.63-72

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Deste Autor:

  1. Japan Society of Civil Engineers
  2. Doboku Gakkai

Neste Assunto:

  1. Terremotos
  2. Mecânica Das Estruturas

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