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Keyword [infinite element]
Result: 61 - 80 | Page: 4 of 6
61. Research On Dynamic Response For Diaphragm Wall Sheet-pile Structures Under Earthquake Motion
62. Research On Vibration Reduction By Sheet Piles For Waterworks Vibrations Generated By Elevated Railway
63. Considering Soil-Foundation-Pier Interaction Analysis Of The Seismic Performance Of Bridge Piers
64. Analysis Of Internal Noise Source And Noise Reduction Scheme For Power Component Of Small Excavator
65. Study On Analysis Of Seismic Response Of Hydropower House Based On CDP Model
66. Study On The Influence Of Heavy Haul Train On Deformation And Stress Of High Filled Embankment
67. Dynamic Response Analysis Of Asphalt Pavement Under Moving Load And Coordinated Design Of Subgrade And Pavement
68. Simulation Research On The Automobile Front Structure Based On The Protection Of Pedestrian’s Leg
69. The Dynamic Response Study Of The Empty-box-buttress Retaining Wall
70. Comparative Study Of 2D And 2.5D Finite/infinite Element Approaches To Traininduced Soil Responses
71. Study On Numerical Simulation Of Interaction Between Pile Foundation And Pier Structure With Steep Slope Deformation
72. Experimental Study On The Application Of Post-infusion Concrete Static Pressure Pile In Rectification And Reinforcement
73. Model Test And Influence Facors Analysis Of Vibration Reduction For Regular-hexgon Arranged Periodic Pile Barriers
74. Study On Dynamic Response Of Pipe Gallery Under Impulsive Effect And Oblique Incidence
75. Study On The Dynamic Response Characteristics Of High Filled Embankment By Train In Seasonally Frozen Region
76. Trenches For Reduction Of Train-induced Vibrations On Adjacent Buildings By 2.5D Finite/infinite Element Approach
77. Research On Aerodynamic Noise Source Characteristics Of High Speed Trains
78. Vibration Response Analysis Of Sites Along Urban Rail Line
79. Research On Structural Equivalent Dynamic Analysis Method Considering Fluid-structure Interaction
80. Research On Equivalent Dynamic Analysis Method Considering Interaction Effect Of Foundation And Fault
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