Connections - Globe Thesis

Keyword [Connections] Result: 1 - 20 \| Page: 1 of 10
1.	Fracture Mechanism, Cyclical Performance And Design Recommandations Of Welded Flange-Bolted Web Beam-To-Column Rigid Connections In Steel Moment Frames Under Seismic Load
2.	Failure Mechanism And Design Criteria Of Steel Beam-to-column Double-angle Shear Connections Under Cyclic Load
3.	Research On Beam-to-Column Connections Of Steel Frame
4.	Collapse Mechanism And Design Criterion Of Steel Beam-to-Column End-Plate Connections Under Cyclic Load
5.	Study On Design Theory Of RC Flat Plate Structure With Special Columns
6.	Hysteretic Behavior And Design Criterion Of Beam-To-Column Web Connections In Steel Moment Frames Under Cyclic Load
7.	Behaviour Of Steel Beam To Concrete-Filled Steel Tubular Column Connections After Exposure To Fire
8.	Static And Seismic Behavior Of Semirigid End-plate Connections In Steel Frames
9.	Research On Some Issues Of Extended End-Plate Beam-to-Column Bolted Connections
10.	Hysteretic Behavior And Design Criterion Of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System With PR Connections
11.	Hysteretic Behavior And Design Criterion Of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System With FR Connections
12.	Research On Anti-Seismic Behavior Of Beam-Column Connections In Multi-Story Steel Frames
13.	Behaviour Of Semi-Rigid Beam-to-Column Minor Axis Connections In Steel Frames
14.	Research On The Elastic-Plastic Behaviors And Seismic Behaviors Of Plane Steel Frames With Semi-Rigid Connections
15.	Static And Dynamic Studies On Long-span Transmission Line System
16.	The Impact Effect Of Partial Fracture In Steel Frame Connections And The Dynamic Behavior Of The Whole Structure After Fracture
17.	Research Of Seismic Performance And Reinforcement Performance Of Precast Prestressed Concrete Connections With Unbonded Post-Tensioned Tendons
18.	Experimental And Theoretical Research On Reduced Beam Section Connections Of Steel Frame
19.	Study On New Lead Dampers And Seismic Behavior Of Prestress Assembling Beam-Column Connections
20.	Collapse Mechanism And Design Criterion Of Steel Beam-To-Column Four-Angles Connections Under Cyclic Load
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