Direct strength method - Globe Thesis

Keyword [Direct strength method] Result: 61 - 80 \| Page: 4 of 4
61.	Axial Compression Design Method Of Cold-formed Steel Columns With Holes In Web And Its Effect On Shear And Insulation Performance Of Composite Walls
62.	Study On Local Buckling Of Cold-formed Steel Columns Under Axial Compression After High Temperature
63.	Research And Design Recommendation On Web Bearing Capacity Of Cold-Formed Thin-Walled Lipped C-Section Members Under Local Compression
64.	Experimental And Theoretical Study On Stainless Steel Lipped-C Stub Beam-columns
65.	Stability Bearing Capacity Of Thin-walled Cold-formed Steel Columns With Complicated Crimping And Unequal Angle Cross-section Under Eccentric Compression
66.	Study On The Stability Capacity Of Cold-formed Thin-walled Steel Column With Complex Edging Unequal-edge Angular Section
67.	Stability Behavior Of Perforated Channel Column With Web Holes And Complex Edge Stiffeners Under Eccentric Compression Around Weak Axis
68.	Section capacity of cold-formed steel members by the direct strength method
69.	Direct Strength Method for Web Crippling of Cold-Formed Steel C and Z Sections subjected to Interior One Flange Loading and End One Flange Loading
70.	Research On Bearing Capacity Computing Theory Of Lipped C-section Stainless Steel Columns With Various Buckling Modes
71.	Study On Overall Stability Bearing Capacity Of Welded High Strength Steel I-Section Tapered Beam Column
72.	Local Stability And Design Theory Of Q620 High Strength Steel Welded Box Section Axially Compressed Stub Column
73.	Axial Compression Performance Of Twin-wall Lace-barred Latticed Column Combined By Cold-formed G-section Steel
74.	Research On The Local-distortional Interaction Buckling Of Stainless Steel Columns With Lipped C-section
75.	Imperfection Sensitivity Analysis Of Cold-formed Thin-walled Columns Experiencing Local-distortional Interaction
76.	Stability Design Method Of Cold-formed Angular Axial Compression Members With Complex Edge
77.	Study On Calculation Method Of Axial Compression Performance And Bearing Capacity Of Cold-Formed Thin-Wall Complex Crimped C-Section Built-Up Columns
78.	Research On The Overall-local Buckling Capacity Of Stainless Steel Columns With Lipped C-Section
79.	Local Stability Design Of Q620 High Strength Steel Welded Box Section Axially Compressed Stub Column-the Continuous Strength Method
80.	Study On Buckling Performance And Design Method Of Cold-formed Thin-walled Steel I-section Column
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