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Keyword [Beam end]
Result: 41 - 60 | Page: 3 of 5
41.
Dynamical Response Of Steel Frame Structure Rapidly Cooled By Spray Water
42.
Ductility Analysis On The Beam End Of The Prefabricated Pretensioned Prestressed Frame Structure
43.
Study On Mechanical Properties Of With Short Beam Box Column-H Steel Beam End Plate Connections
44.
The Design Method For Reinforce Concrete Frame Beam Considering The Participation Effect Of Slab Reinforcement
45.
Shaking Table Test Of RC Frame Structures With The Participation Of Cast-in-place Slabs In Consideration
46.
End Patch Loading Behavior And Strengthening Of Locally Corroded Steel I-beams
47.
Analysis On Reasonable Values Of Transition Track Structures At The Beam-end Of Ballastless Track On High-Speed Railway Bridges
48.
Study On Seismic Behavior And Design Method Of Widen Beam-end Flange Weak Axis Connection With Box-shaped Pannel Zone Of I-section Column
49.
Parameter Optimization Of Beam-Column Connection Of Steel Frame With Expanded Flanges At Beam End
50.
New RC Beam End/Original Column Based On Large Shear-Span Ratio Interface Bearing Force Test And Theoretical Research
51.
Experimental Study On Seismic Behavior Of Fabricated Special-shaped Column Joints
52.
Study On Seismic Behavior Of Beam-column Beam End Reinforced With Steel Wire Mesh
53.
Study On Early Vertical Crack Crack Mechanism Of Precast Concrete T-beam End
54.
Study On The Influence Factors Of Shear Strength Of Honeycomb Corrugated Steel Webs
55.
Experimental Study And Finite Element Analysis On Hysteretic Behavior Of Buckling Restrained Dog-Bone Steel Beams
56.
Study On The Connection Of Cold-formed Thin-walled Steel-Reconstituted Bamboo Box Section Composite Beam
57.
Study On Shear Bearing Capacity Of Bottom Of Prefabricated Wallboard And End Of Composite Beam
58.
Experimental Study On Static Performance Of H-Section Column End Plate Connection Of Castellated Beam
59.
Theoretical Analysis And Experimental Study On The Long-Span Steel-Box Stacked Arch Bridge Of High-Speed Railway
60.
Research On Seismic Performance Of New Fabricated Beam End Strengthened And Weakened Joints
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