End-Plate Connection - Globe Thesis

Keyword [End-Plate Connection] Result: 81 - 100 \| Page: 5 of 6
81.	Study On Seismic Performance Of Replaceable Energy Dissipating Beam With Corrugated Web
82.	Study On Mechanical Behavior Of Assembled Concrete Beam-to-column Connections And Seismic Performances Of Frame Structure
83.	Study On Seismic Performance Of Prefabricated Steel Frame Beam-column End-plate Connection Composite Joint And Structure System
84.	Constant-amplitude Fatigue Test And Theoretical Analysis Of High-strength Bolts At The Connection Of Lower End Plates With Critical Stress Ratio
85.	Analysis Of Influence Of Preload On Constant Amplitude Fatigue Performance Of M24 High-strength Bolt With End Plate Connection
86.	Research And Application Of Extended End Plate Node Database Based On ABAQUS Secondary Development
87.	Research On Optimal Design Of Semi-rigid End-plate Connection And Application In Steel Frame Design
88.	Study On Hysteretic Behavior Of Replaceable Flange Weakening End Plate Connection Node
89.	Investigation On Mechanical Performance Of Stainless Steel High Strength Bolted Connections And Joints
90.	Study On Equivalent Stiffness Of Semi-rigid Connection Castellated Beam Steel Frame
91.	Mechanical Performance Test And Numerical Analysis Of Full-scale Model Of Corner Joints Of Utility Tunnel
92.	Experiment And Theoretical Study On Constant Amplitude Fatigue Performance Of High-Strength Bolts For End-plate Of Lightning Rod Structure
93.	Seismic Behavior Of High-Strength Steel Extended End-Plate Beam-to-Column Connections
94.	Research On Optimization Method Of Steel Frame Structure System With End-plate Connection Base On Failure Mode Control
95.	Study On The Mechanical Properties Of The End Plate Connection Assemble Joint With Top And Seat L-Type Connectors
96.	Study On Seismic Performance Of End Plate Connection With Top And Seat L-shaped Angle
97.	Experimental Research On Fatigue Properties Of Steel Tube-End Plate Connections In Welded Hollow Spherical Grid
98.	Constant Amplitude Fatigue Properties Of M20 Torsional Shear Type High Strength Bolts Subjected To Eccentric Tension For Fabricated Steel Structures
99.	Study On The Mechanical Properties Of Cross Plate-end Plate Connection Box Modular Steel Structure
100.	Study On Seismic Performance Of H-shaped Steel Beam-Column Full-Bolt End-Plate Connection Joint With Narrow Flanges
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