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Keyword [Composite girder]
Result: 81 - 100 | Page: 5 of 10
81. Key Technology Research On Steel Tower Construction Of Large Span Single Plane Cable-stayed Bridge With Composite Girder
82. Research On Shear Mechanical Property Of Corrugated Steel Webs
83. Research On Influence Parameters Of The Seismic Response Of Composite Girde Cable-stayed Bridge
84. Study On Numerical Simulation Of Weld Deformation In Large Span Of Steel-Concrete Continuous Composite Box Girder Bridge
85. Force Transfer Mechanism In Main Cable Anchorage Zone Of Composite Girder Self-anchored Suspension Bridge
86. Analysis On Construction Process Of Long Span Steel Concrete Composite Beam Cable-Stayed Bridge
87. Buckling Of Web Restrained By Flanges In Steel-concrete Composite Girder Under Bending–The Experimental Research
88. Analysis Of The Mechanical Properties In Construction Process And Nonlinear Influence Of Steel-concrete Composite Cable-stayed Bridge
89. The Temperature Effect Of The Steel-concrete Composite Cable-stayed Bridge During The Construction Phase In Arctic-alpine Region
90. Study On Shear Lag Effect Of Bridge Slab In Construction Of Composite Beam Cable-stayed Bridge
91. Research On Static Behavior Of U-box Composite Continuous Girder In Rail Transit
92. Parameter Sensitivity Analysis Of Multi-span Rigid Frame-continuous Composite Girder Bridge And Construction Monitoring
93. Numerical Solution Of Shear-lag Effect In Composite Girder Cable-stayed Bridge
94. Test And FE Analysis On Bending Performance Of UHPC Waffle Deck
95. Vortex-induced Vibration And Counter-measures Of Cable-stayed Bridge With Composite Girder
96. Stability Analysis Of Long-span Multi-pylon Composite Girder Cable-stayed Bridge
97. Study On Stress Characteristics And Segmental Model Test Of Steelconcrete Composite Girder Of Highspeed Railway Cable-Stayed Bridge
98. Experimental And Theoretical Study On The Fatigue Performance Of Composite Girders With Corrugated Steel Webs
99. Seismic Risk And Resilience Assessment Of Steel-Concrete Composite Girder Bridges Based On Hybrid Fragility And Functionality Loss
100. Development And Application On The Inspection Trolleys Of The Steel-concrete Composite Girder Of The Hongkong-Zhuhai-Macao Bridge
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