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Keyword [Amplification Factor]
Result: 61 - 80 | Page: 4 of 5
61. Analysis Of Vibration Characteristics Of Ultrasonic Longitudinal Vibration Hollow Horn
62. Design And Study Of Bending Vibration Of Conical Ultrasonic Horn
63. Seismic Force Reduction Factor Spectra Of Shear Type MDOF Systems And P-? Effect Analysis
64. Anti-collapse Analysis For Double Layer Spherical Reticulated Shell Of Gymnasium Of Yaojie Coal Group Co. Ltd.
65. Research On Wind-induced Response Of Cross Rope Transmission Tower Line System Under Downburst Wind Load
66. Progressive Collapse Analysis Of Reinforced Concrete Curved Girder Bridge Based On Alternate Path Method
67. Cracking Mechanism And Anti-Crack Design Of Large-Span Heavy Duty Urban Transportation Hub Slab
68. Study On Fatigue Properties Of Butt Welded Joints Considering The Welding Initial Deformation Of Thin Plates
69. Study On Dynamic Response Characteristics Of Bridge Superstructure Under Rockfall Impact
70. A Study On Structural Response Analysis Of Jack-up Platforms Subjected To Ice Loads
71. Study On Stress Amplification Factor Of Composite Box Girder Bridge With Corrugated Steel Webs Considering Torsion And Distortion Effects
72. Analysis Of Torsional Effect Of Continuous Beam Girder Under Lane Load
73. Investigations On Critical Problems Of Static Analysis Method Of Progressive Collapse Of Steel Framed Structures
74. Reliability Analysis Of Cable-stayed Bridge System Under Natural Environment Corrosion
75. Study On Floor Acceleration Response Spectra Of Typical RC Structures
76. Research On Design Methods Of Composite Frame Beams Considering The Out-of-plane Slab Composite Effect
77. The Design Of The Hollow And Multi-step Longitudinal Vibration Horn With Large Amplitude Ratio
78. Multi-variable Optimization Design Of Composite Horns And Open-hole Cylindrical Rods
79. The deflection amplification factor of steel moment resisting frames using reduced beam section connections
80. Investigation On Structural Performance And Progressive Collapse Of A Long-span Concrete Cable-stayed Bridge Subjected To Cable Loss
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