Direct Strength Method - Globe Thesis

Keyword [Direct Strength Method] Result: 41 - 60 \| Page: 3 of 5
41.	Research On The Bearing Capacity Of Stainless Steel Lipped C-Section Members Consdering Local Buckling
42.	Stability Of Cold-formed C-section Steel Beam-column Members Under Axial Load And Bi-axial Bending
43.	The Study On Stability Performance Of Channel Beams With Complex Edge Stiffeners Under Bending And Shear Condition
44.	Research On Direct Strength Method Of Perforated Lipped Channel Axial Compression Bearing Capacity
45.	Distortional Buckling And Lateral-Torsional Buckling Of Purlin Under Wind Uplift Load
46.	Research On The Buckling Mechanism And Ultimate Strength Design Methed Of Cold-formed Double-limbs Built-up Open-section Columns
47.	A Calculation Model For Wind-induced Buckling Capacity Prediction Of Cold-formed Purlins And Its Application On The Condition Assessment After Wind Hazards
48.	Experimental Study On The Bearing Capacity Of Flexural Cold-formed Thin-Walled Channel Member With Web Holes
49.	Structural Behaviors Of Cold-formed Steel Lipped Channel Columns Experiencing Distortional-Local And Distortional-Global Buckling Interactions Under Axial Compression
50.	Study On Stability Of Cold-formed Thin-walled Flanged Channel Column With Web Holes
51.	Research On The Compression Behavior Of Built-up Cold-formed Multi-roll Lipped Channel Columns
52.	Stability And Bearing Capacity Of Double Lipped Channel Cold-formed Thin-wall Steel Column
53.	Axial Compressive Performance Of Cold-formed Steel Stud Walls Considered Ice And Snow Loads
54.	Tests And Direct Strength Design On Cold-Formed Steel Channel Beams With Web Holes
55.	Research On The Strength And DSM Design Of Cold-formed Steel Plain Channel Axial Compression Column
56.	Analysis On Stability Behavior Of Cold-formed Channel Beams With Complex Edge Stiffeners And Holes
57.	The Study On Axial Compression Performance Of Cold-formed Steel Built-up Section Columns
58.	Research On The Distortional Buckling Capacity Of Stainless Steel Beams With Lipped C-Section
59.	Q690 Steel Welded I-section Bidirectional Compression Member Local-overall Correlation Buckling
60.	Unified Calculation-Method For Local Buckling Critical Load For Cold-Formed Steel C/Z/Hat Section Under Axial Compression
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