direct strength - Globe Thesis

Keyword [direct strength] Result: 81 - 100 \| Page: 5 of 6
81.	Research On The Distortional Buckling Capacity Of Stainless Steel Beams With Lipped C-Section
82.	Q690 Steel Welded I-section Bidirectional Compression Member Local-overall Correlation Buckling
83.	Research On Direct Strength Assessment Of Asphalt Carriers With Independent Liquid Cargo Tank
84.	Unified Calculation-Method For Local Buckling Critical Load For Cold-Formed Steel C/Z/Hat Section Under Axial Compression
85.	Axial Compression Design Method Of Cold-formed Steel Columns With Holes In Web And Its Effect On Shear And Insulation Performance Of Composite Walls
86.	Study On Local Buckling Of Cold-formed Steel Columns Under Axial Compression After High Temperature
87.	Research And Design Recommendation On Web Bearing Capacity Of Cold-Formed Thin-Walled Lipped C-Section Members Under Local Compression
88.	Experimental And Theoretical Study On Stainless Steel Lipped-C Stub Beam-columns
89.	Stability Bearing Capacity Of Thin-walled Cold-formed Steel Columns With Complicated Crimping And Unequal Angle Cross-section Under Eccentric Compression
90.	Study On The Stability Capacity Of Cold-formed Thin-walled Steel Column With Complex Edging Unequal-edge Angular Section
91.	Stability Behavior Of Perforated Channel Column With Web Holes And Complex Edge Stiffeners Under Eccentric Compression Around Weak Axis
92.	Section capacity of cold-formed steel members by the direct strength method
93.	Direct strength design of cold-formed steel members with perforations
94.	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
95.	Research On Bearing Capacity Computing Theory Of Lipped C-section Stainless Steel Columns With Various Buckling Modes
96.	Research On Direct Strength Assessment Of Large Performance Platform Catamaran Pontoon
97.	Study On Overall Stability Bearing Capacity Of Welded High Strength Steel I-Section Tapered Beam Column
98.	Local Stability And Design Theory Of Q620 High Strength Steel Welded Box Section Axially Compressed Stub Column
99.	Axial Compression Performance Of Twin-wall Lace-barred Latticed Column Combined By Cold-formed G-section Steel
100.	Research On The Local-distortional Interaction Buckling Of Stainless Steel Columns With Lipped C-section
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