direct strength - Globe Thesis

Keyword [direct strength] Result: 41 - 60 \| Page: 3 of 6
41.	Study On High Strength Model Of Box Composite Axial Compressive Mechanical Properties
42.	Stability Analysis Of Welded Q460Ⅰ-section Columns With Slender Web Under Biaxial Bending
43.	Researches On Stability Capacity Of High-strength Steel Welded I-section Columns With Overrun Width To Thickness Ratio
44.	Stability Of Cold-formed C-section Steel Beam-column Members Under Axial Load And Minor Axis Bending
45.	The Buckling Mode Analysis Of Cold-formed Steel And It’s Application In Design Method
46.	Local And Local-overall Buckling Behavior Of Q550 High Strength Steel Welded Members Under Axial Compression
47.	Study On Flexural Behaviour Of Aluminium Alloy SHS Tubular Beams With Openings
48.	Researches On The Bearing Capacity Of The Axial Compression Artifacts Of The Two New Box Type Combinetion Based On The Direct Strength Method
49.	Research On Local And Local-overall Buckling Behavior Of Q550 Welded I-section Members Under Axial Compression
50.	Research On The PMM Yield Strength Surface Model And Capacity Tests Of Cold-Formed Multi-Roll Lipped Channel Columns
51.	Study On Overall Stability Bearing Capacity Of Welded High Strength Steel Box Section Beam Column
52.	Optimum Design Of Oil Tanker Structures Based On Particle Swarm Optimization
53.	Stability Behavior Of Cold-formed Thin-walled Steel Under Eccentric Compression Loading And Direct Strength Method
54.	Stability Behavior Of Cold-Formed Thin-Walled Steel Flexural Members With Complex Edge Stiffeners And Web Holes
55.	Research On Ultimate Capacity Of Cold-formed And Hot-rolled Shs And RHS
56.	Study On Structural Lightweight Design Of Oil Tankers
57.	The Research On The Axial Compression Of Cold-formed Thin-walled C Steel Columns With Longtitudinal Rebal Strengthened
58.	Research On The Bearing Capacity Of Stainless Steel Lipped C-Section Members Consdering Local Buckling
59.	Stability Of Cold-formed C-section Steel Beam-column Members Under Axial Load And Bi-axial Bending
60.	The Study On Stability Performance Of Channel Beams With Complex Edge Stiffeners Under Bending And Shear Condition
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