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Keyword [Slenderness]
Result: 1 - 20 | Page: 1 of 7
1. Research On Seismic Behavior Of High Strength Reinforced Concrete Frame Columns In Large-scale Thermal Power Plants
2. Analysis Theory And Method Of Stabilization Anomaly And Shape Optimization For High Arch Dams
3. Stability Analysis Of Long-span Curve Rigid Frame Bridge With High Piers In Whole Stage
4. Study On Scale Effects And Slenderness Ratio Effects Of Rock Mass Characteristic
5. Spatial Stability Analysis On Thin-Walled Beam-Columns With Open Cross-Section
6. Study On Wind-induced Vibration Characteristics Of Two Classes Of Bridge Components With Large Slenderness Ratio
7. Study On The Mechanical Behavior Of Axial Compression Concrete Columns Confined With CFRP
8. Suction Characteristics Of Heavy Caliber Piston Pump At A Few Viscous Industrial Waste Materials
9. Ultimate Load Carrying Capacity Analysis Of Box Section Beams And Beam-Columns
10. Research On Stability For Axially Compressed Hot-Rolled Single--Angle Members
11. Theoretical And Test Studies On Width To Thickness Ratio Limitation Of Cut T-shape Web Subject To Axial Compression
12. The Influence For Shearing Deformation To The In-plane Overall Buckling Analysis Of Long-span Lattice Arches
13. Elastic-plasticity Analysis Of Concrete Filled Square Steel Tube Column
14. Advanced Development On Earthquake-resistant Behaviors Of Concrete-filled Rectangular Tubular Column
15. Experiment Study On Slender Column Of Chongqing Grand Theater
16. Study On The Critical Bracing Stiffness Of Brace-Steel Frame Based On The Overall Buckling Concept
17. Theoretical Analysis On Secondary Effect Of Small Eccentric Compressive Circular Column With Mid-Length By Enclosed Reinforcement
18. Static And Dynamic Analyses Of Dual Systems Of Concentrically Chevron Braced Frames
19. Experimental Study On Buckling Capacity Of Slender Steel Reinforced Concrete Columns Subjected To Eccentric Load
20. Analysis Of Factors Witch Affect The Ultimate Load Of Reinforced Concrete Columns Subjected To Biaxial Eccentric Compression
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