Extended end Plate - Globe Thesis

Keyword [Extended end Plate] Result: 21 - 39 \| Page: 2 of 2
21.	Research On Mechanical Properties Of Semi-rigid Connected Steel Frame
22.	Numerical Analysis Of The Influence Of The Padding-plate On The Extended End-plate Connection
23.	Study Of Behaviors Of Semi-rigid Extended End-plate Connections Of H-beams With Corrugated Webs
24.	Collapse Mechanism Of Interstory Substructure Of Innovative Crimping PEC Column-steel Beam Composite Frame With Extended End Plate Connections
25.	Analysis On Mechanical Behavior Of End-Plate Connections With Beam Flange Openings
26.	Study On Mechanical Properties Of The Joints Of The Weak-axis Extended End Plates Of H-beam Beams And Columns
27.	Study On Seismic Performance Of Extended End-plate Weak Axis Connection Of I-section Column With Box-shaped Panel Zone
28.	Experimental And Numerical Nnalysis Of Performance Of RBS Semi-Rigid Joints With Extended End Plates
29.	Study On The Joint Static Performance Of High-Strength Steel Beam-to-column Extended End-plate Connections
30.	Moment-rotation behavior of extended end-plate connections under cyclic loading, phase two emphasizing column-side response
31.	On the effects of circular bolt patterns on the behavior of the extended end-plate connections
32.	Unified design of extended end-plate moment connections subject to cyclic loading
33.	Behavior of extended end plate connections
34.	Seismic Performance Of Assembled Joint To CECFST Column And Vulnerability Analysis Of Assembled CECFST Frame
35.	Research And Application Of Extended End Plate Node Database Based On ABAQUS Secondary Development
36.	Research On The Meshless Method For Improving The Calculation Of The Initial Rotational Stiffness Of The Joints With End-plate Connecting
37.	Seismic Behavior Of High-Strength Steel Extended End-Plate Beam-to-Column Connections
38.	Constant Amplitude Fatigue Properties Of M20 Torsional Shear Type High Strength Bolts Subjected To Eccentric Tension For Fabricated Steel Structures
39.	Study On Mechanical Properties Of Beam-column Connections With Single Direction Bolted Extended End-plate Connections Based On High-strength Steel Materials
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