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Keyword [hysteretic]
Result: 21 - 40 | Page: 2 of 10
21. Hysteretic Behavior And Design Criterion Of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System With PR Connections
22. Hysteretic Behavior And Design Criterion Of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System With FR Connections
23. Seismic Response Analysis Of Soil Layer On Complex Sites
24. Research On Anti-Seismic Behavior Of Beam-Column Connections In Multi-Story Steel Frames
25. Cyclic Performance Of Concrete-Filled Steel Tubular Columns After Exposure To Fire
26. Behaviour Of Steel Beam To Concrete-Filled Steel Tubular Columns Frames
27. Hysteretic Behavior Of Composite Steel Frame(Weak Axis Of Column) With PR Connection- Reinforced Concrete Infill Shear Wall Structural System Under Cyclic Loading
28. Study On Soil Dynamic Characteristics, Nonlinear Seismic Response Of Complex Site And Its Methods
29. Experimental And Theoretical Study On Semi-rigid Beam-to-column Composite Joints With Flush End-plate Connection
30. Seismic Design For Multi-Story Steel Frames Composed Of Slender Or Non-compact Section
31. The Research On Hysteretic Energy-based Evaluating Method Of Structures' Seismic Performance
32. Performance-Based Seismic Design Of Bridge Structure Excited By Near-fault Earthquake Using Energy Concept
33. The Investigation To Behavior Of Diagonal Stiffened Steel Plate Shear Walls
34. Experimental And Theoretical Research On Reduced Beam Section Connections Of Steel Frame
35. Ability Of The Staggered Truss Structural System With Rectangle Concrete Filled Tube Column
36. Seismic Behavior Of Steel Reinforced Concrete Frame With Dog-bone Type Reduced Beam Sections
37. Investigation On Vibration Isolation System With Hysteretic Actuator
38. Collapse Mechanism And Design Criterion Of Steel Beam-To-Column Four-Angles Connections Under Cyclic Load
39. Collapse Mechanism And Design Criterion Of Steel Staggered Truss System Under Cyclic Load
40. Theoretical Investigation Of Magnetic Flux Jumps And AC Losses In High-Temperature Superconductors Under Consideration Of Nom-Uniform Distribution Of Critical Current Density
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