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Keyword [Behavior]
Result: 21 - 40 | Page: 2 of 10
21. Rate-dependent Constitutive Model Of Concrete And Its Application To Dynamic Response Of Arch Dams
22. Study On Dynamic Undrained Behavior And Multiple Mechanism Boundary Surface Plasticity Model Of Saturated Sand
23. Study On The Joints Of Composite Beam And Continuous Compound Spiral Hoop Reinforced Concrete Column
24. Study On Structure And Its Seismic Behavior Development Of Chinese Ancient Timber Structure Buildings
25. Failure Mechanism And Design Criteria Of Steel Beam-to-column Double-angle Shear Connections Under Cyclic Load
26. Collapse Mechanism And Design Criterion Of Steel Beam-to-Column Connection With Cantilever Beam Splicing Under Cyclic Load
27. Structural Analysis And Tests Of Encapsulation Shell Of Fiber Bragg Grating Hydraulic Seepage Sensor
28. Collapse Mechanism And Design Criterion Of Steel Beam-to-Column End-Plate Connections Under Cyclic Load
29. Study Of Machine Product Behavior Modeling And Key Technique Of The Virtual Conceptual Design Oriented
30. Research On Generating Technique Of Special Effects And Surface Simplification Technique Of Object Models In Virtual Battlefield
31. Study On Rheological Characters Of Soils And Nonlinear 3D FEM Simulation Of Landslides
32. Study On The Behavior Of The Rigid--Pile Composite Foundation With The Upper High Building
33. Study Of Structured Soft Clay And Consolidation Behavior Of Sand-wall Ground
34. Studies On The One-Dimensional Elastic-Viscoplastic Consolidation Behavior Of Structured Soft Clay
35. Researches On Design Theory Of RC Special-Shaped Columns
36. Study On Flexural Behavior Of Reinforced Concrete Beams Strengthened With Fiber Reinforced Plastics (FRP)
37. Study On Mechanical Behavior Of RC Columns Strengthened With GFRP
38. Studies On Structural Behavior Safety Evaluation Method In Earth-rock Dam
39. Study On Geoenvironmental Characteristics Of Clay And The Behavior Of Clay Liner In MSW Landfills
40. Study On Behavior Of Pile Groups In Completely Saturated Porous Elastic Medium
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