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Keyword [Lateral impact]
Result: 61 - 80 | Page: 4 of 5
61. Numerical Study On The Dynamic Response Of Reinforced Concrete Inclined Pile Structure Under Lateral Impact Loading
62. Study On Performance Of Partially Concrete-filled Steel Tubular (PCFST)Piers Under Lateral Impact
63. Research On Lateral Impact Response Of Fully Clamped Tubular Structures
64. Study On Dynamic Response And Damage Assessment Of H-shaped Steel Columns Under Impact
65. Dynamic Response And Buckling Mode Of C-section Cold-formed Thin-walled Steel Members Under Lateral Impact
66. Study On Residual Bearing Capacity Of Ultra-high Performance Concrete-filled Steel Tubes After Lateral Impact Loading
67. Research On Lateral Impact Resistance And Axial Residual Bearing Capacity Of Circular Steel Pipe
68. Research On Mechanical Properties Of Cruciform Steel Tube Recycled Concrete Columns Under Explosion And Impact
69. A numerical side impact model to investigate thoracic injury in lateral impact scenarios
70. Centrifuge modeling of pipe piles subjected to lateral impact loads
71. Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact
72. Computational investigation and parametric study of lateral impact behavior of pressurized pipelines
73. VERTICAL AND LATERAL DYNAMIC RESPONSE OF RAILWAY BRIDGES DUE TO NONLINEAR VEHICLES AND TRACK IRREGULARITIES
74. Dynamic Response Of Concrete Filled Steel Tube Columns Under Lateral Impact And Its Analytical Calculation Method
75. Research On The Residual Bearing Capacity Of Concrete-filled Steel Tube Subjected To Lateral Impact
76. Study On Performance Of Steel Reinforced Concrete Members With Inner Cruciform Section Steel Under Lateral Impact
77. Study On Residual Bearing Capacity And Damage Of Concrete-Filled Circular Steel Tube Columns Under Lateral Impact
78. Study On Influence Of Axial Load On Dynamic Response Of RC Members Under Lateral Impact Load
79. Comparative Study On Dynamic Response Of Square Section RC-Members And CFRP-Reinforced Members Under Impact Loading
80. Study On Dynamic Response Of CFRP-Reinforced Square RC Members Under Unequal Transverse Impact
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