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Keyword [beam-to-column connection]
Result: 41 - 58 | Page: 3 of 3
41.
Multiaxial Low-Cycle Fatigue Life Prediction And Seismic Damage Evaluation Of Beam-to-Column Connection Of Steel Frame
42.
Fatigue Crack Initiation Test And Damage Evaluation Of Welded Beam-To-Column Connection Of Steel Frame Under Severe Earthquake
43.
Study On Wind-induce Fatigue Life Assessment Of Welded Beam-to-column Connections In Steel High-rise Structures
44.
Research On The Performance Of A New Type Of Prefabricated Connection With Cantilever Beam Segment
45.
Performance And Application Research On The Beam-column Connections In Precast Concrete Structures
46.
Performance Study On Steel Bolted Beam-to-Column Connection With Replaceable Fuses
47.
Experimental Study On Seismic Performances Of A New Type Of Fabricated Semi-rigid Beam-to-column Connection
48.
Study On Seismic Performances Of A New Assembled Suit Steel Beam-to-column Connections
49.
Experimental Reaserch And Mechanical Analysis On The Influence Of Welding Structure Of Weld Backing Bars On Fracture Properties Of Welded Beam-To-Column Joints
50.
Research On Extremely Low Cycle Fatigue Fracture Behavior Of Steel Frame Beam-to-Column Connections Based On Micromechanism
51.
Study On Seismic Behavior Of New Type Of Plug-in Assembly Concrete Beam-to-column Connection
52.
Study On Seismic Behavior Of Fabricated Beam-to-Column High-Strength Boted Jointwith External Diaphragms
53.
Seismic Performance Of Beam-Tocolumn Connection With Mechanical Hinge And Buckling-Restrained Steel Plates And The Steel Frame Structure
54.
Seismic Behavior Of Steel Moment Connections Using Replaceable Buckling-restrained Energy Dissipation Fuses
55.
Study On Seismic Performance Of Self-centering Rocking Steel Frame Based On Disc Springs
56.
Study On Seismic Behavior Of Q460 High Strength Steel Welded Cruciform Beam-column Connections
57.
Seismic Behavior Of Shear Resistant And Energy-dissipating Beam-column Connection With Groove Type Buckling Restraint In Steel Structures
58.
Behaviors Of Thread-fixed One-side Bolted Connection Under Bending Moment And Shear Force
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