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41. Study On Bond-slip Properties Of Micro-expansion Inorganic Polymer Concrete Filled Steel Tube
42. Bond Behaviour Of Steel Reinforced Concrete Members After Exposure To Standard Fire
43. Study On Bond-slip Behavior Of C Type Steel And Sulphoaluminate Foam Concrete Composite Structure
44. The Interfacial Failure Mechanism Research For Lightweight Steel And Foam Concrete Composite Structure
45. Research On The Cold-formed Thin-walled Steel And Foam Concrete Combination Artifacts Of The Interface Mechanical Properties
46. Dynamic Behaviors Study For Stud Connectors Of Composite Beams Under Drop-weight Impact
47. Experimental Study On Performance Of Bond-Slip Between Steel Shape And Concrete Under High Temperature
48. Study On Shear Performance And Calculation Of GFRP Perfobond Connector
49. The Static Property Research Of The Improved Embedded Shear Connector In Composite PC Box-girder With Corrugated Steel Webs
50. Research Of Shear Connector In The Checkered Pattern Steel Encased Concrete Composite Beams
51. Research Of Interface Characteristics Of Early-Strength ECC Steel Deck Pavement Structure Based On Stud Connection
52. Research On The Bonding Property Between Non-Demolition Templates And Concrete
53. Basic Performance Of A Lightweight Composite Bridge Deck With Open Ribs
54. Experimental Study And Analysis Of RPC-filled Steel Tube Under Axial Compression And Push Out Test
55. Experimental And Analytical Study On A Novel Perfobond Strip Connector
56. Research On Static And Fatigue Behaviors Of Recycled Tire Rubber Filled Concrete-steel Composite Beam
57. Investigation On Mechanical Behavior Of High Performance Steel-concrete Joints In Hybrid Cable-stayed Bridges
58. Research On Mechanical Properties Of Girder Segment During Precast And Installation In Composite Cable Stayed Bridge With Wide Width
59. Research On The Interfacial Shear Resistant Performance Of The Composite Deck System Composed Of Orthotropic Deck And Ultra-thin UHPC Layer
60. Experimental Research On The Bond Behavior Of FRP Pipe And Concrete At Interface
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