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1. Study On The Behavior Of Concrete Structure Strengthened With Glass Fiber Reinforced Plastic (GFRP)
2. Numerical Analysis For Dynamic Response And Liquefaction Potential Of Seabed Under Wave Loading
3. Experimental And Theoretical Study On The Behavious Of Centrifugal Concrete-Filled Steel Tubular Under Torsion And Combination Actions
4. Nonlinear Finite Element Analysis On Reinforced Concrete Members Strengthened With Carbon-Fiber-Reinforced-Plastic Sheets
5. Theoritical And Experimental Research On The Large-Span Annular Open-Web Cable Truss Structures
6. Study On Mechanical Behavior Of RC Columns Strengthened With GFRP
7. Study On The Bond-Slip Properties Of Steel Reinforced Concrete Eccentric Loading Columns And Its Application
8. Study On The Constitutive Relationship Of Steel Fiber Reinforced Concrete Under Intermediate Strain Rate
9. Study And Application On Soil's Constitutive Model With The Consideration Of Stress-induced Anisotropy
10. Fundamental Study On Design Theory For Centrifuge Concrete Filled Steel Tubular Structure
11. Research Of The Concrete-Filled Steel Tube Structure
12. Study On Engineering Fuzzy Set Theory And Their Applications In Water Resources System
13. Study Of Surface Characteristics Both Of Wear Particles & Wear Components And Their Relationship In Wear Process
14. Research On Seismic Response Analysis Approach On Effective Stress And Physical State In Saturated Sand Mass
15. Study On Numerical Method In Modeling The Elastoplastic Constitutive Relationships Of Expansive Soil And Sands
16. Research And Simulation On Coordination Mechanism For Distributed Autonomous Manufacturing System
17. Research On Mechanism Of Concrete-Filled Steel Tubes Subjected To Local Compression
18. Study On The Relationship Between Preparation, Structure And Properties Of Polymer Electrolyte Porous Membranes For Lithium Ion Rechargeable Battery
19. The Study On The Cause Of Delay & The Model Of Early Warning In Construction Project
20. Analysis Of Submacroscopic Deformation Mechanism Of Frozen Silty Clay And A Study On Its Anisotropic Damage Models
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