Font Size: a A A
Keyword [frames]
Result: 1 - 20 | Page: 1 of 10
1. Seismic Reliability Analysis And Design Of Reinforced Concrete Frames
2. Fracture Mechanism, Cyclical Performance And Design Recommandations Of Welded Flange-Bolted Web Beam-To-Column Rigid Connections In Steel Moment Frames Under Seismic Load
3. Finite Element Flexibility Method Based 3D Inelastic Seismic Response Analysis Of Reinforced Concrete Frames
4. Collapse Mechanism And Design Criteria Of Eccentrically Braced Steel Frames Under Cyclic Load
5. Research On Aseismatic Behavior And Performance-based Design Method Of R.C. Frames With Special-shaped Columns
6. Experimental And Theoretical Research On Seismic Behavior Of Concrete-Filled Steel Tubular Frames
7. Test Research Of Rectangular RC Frame Columns With Different Area Of Stirrups In Two Direction Under Bilateral Load
8. Hysteretic Behavior And Design Criterion Of Beam-To-Column Web Connections In Steel Moment Frames Under Cyclic Load
9. Stability Analysis And Bracing Requirements Of Longitudinal Braced Frames
10. Seismic Behavior Of Fiber-Reinforced Prestressed Wide-Beam Frames
11. Static And Seismic Behavior Of Semirigid End-plate Connections In Steel Frames
12. Three-Dimensional Nonlinear Finite Element Analysis And Study On Design Theory Of Concrete-Filled Steel Tube Frames
13. Research On Anti-Seismic Behavior Of Beam-Column Connections In Multi-Story Steel Frames
14. Research On Computer Simulation Of Typical Seismic Damage To Steel Frame Structures
15. Behaviour Of Steel Beam To Concrete-Filled Steel Tubular Columns Frames
16. Experiment Research For Composite Simply Supported Beams With U Shape Steel Plate Encased Concrete And Composite Frames
17. Elastic-plastic Buckling Analysis Of Pure Frames And Braced Frames
18. Behaviour Of Semi-Rigid Beam-to-Column Minor Axis Connections In Steel Frames
19. The Practical Design Approach Of Semi-rigidly Connected Composite Frames Under Lateral Loads
20. Research On The Elastic-Plastic Behaviors And Seismic Behaviors Of Plane Steel Frames With Semi-Rigid Connections
  <<First  <Prev  Next>  Last>>  Jump to