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Keyword [load-slip curve]
Result: 1 - 20 | Page: 1 of 2
1. Research On Bond Mechanism Of GFRP Bolt
2. Experimental Study On The Ultimate Shear Capacity Of Grouped Stud Connectors In Continuous Composite Steel-Concrete Girder Bridge
3. Research On The Interfacial Shear Resistance Of The Composite Deck System Composed Of Orthotropic Deck And Ultra-thin RPC Layer
4. Study On Mechanical Property Of Notch-stud Connectors For Timber-Concrete Composite Beams
5. Refined Calculation Method And Time-Dependent Behaviors Of Stud Connectors In Steel-Concrete Composite Girder Bridges
6. Experimental Study On Behaviors Of GluBam-concrete Composite Beams
7. Study On Mechanical Property Of PBL Connectors For Timber-Concrete Composite Beams
8. Research On The Interfacial Shear Resistant Performance Of The Composite Deck System Composed Of Orthotropic Deck And Ultra-thin UHPC Layer
9. Research On The Mechanical Behavior Of High Strength Bolted Joint With Vertical And Diagonal Bars And Parameter Analysis
10. The Experimental Study On Mechanical Property Of Bolted Joint With Glued Timber And Steel Plate
11. Research On The Interfacial Shear Resistance Of Welded Structure Of The Composite Deck System Composed Of Orthotropic Deck And Ultra-thin UHPC Layer
12. The Study On Shear Property Of Bolted Joint With Northeast Larix Glued Timber And Steel Plate
13. Research On The Static Mechanical Behavior Of PBL Connectors And Design Methods
14. Research On The Short Rebar Shear Connectors Of Welded Structure Of The Light Composite Deck System Composed Of Orthotropic Deck And Ultra-thin UHPC Layer
15. Study On Shear Behavior Of Prefabricated Concrete Surface At Elevated Temperatures
16. Experimental Study On The Properties Of Reactive Powder Concrete-Filled Square Steel Tube Columns
17. Research On Shear Behavior Of Connections Of Steel-UHPC Composite Deck
18. Mechanical Analysis And Experimental Study On Connection Performance Of Large Cross-section Wires
19. Study On The Interfacial Bond Behavior Of Epoxy Mortar Layer Used In Hybrid Bonding Shear Connection
20. Study On The Mechanical Behavior Of Steel-Concrete Composite Beam During The Normal Use Stage
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