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Keyword [UHPC]
Result: 61 - 80 | Page: 4 of 10
61.
Experimental Study On Flexural Behavior Of Steel-Laminated Slabs(RC+UHPC) Composite Beams
62.
Research On Flexural Behaviors Of UHPC Beams
63.
Stress Monitoring And Evaluation On Fatigue-prone Details Of Continuous Girder Bridge With Steel-UHPC Composite Deck System
64.
Study On Ultra-high Performance Concrete Layer Of Lightweight Composite Bridge Deck With Plate Ribs
65.
Life Cycle Assessment On Environmental Performance Of The Steel-UHPC Lightweight Composite Bridge Structures
66.
Testing And Modeling Flexural Behavior Of A Large-scale Prestressed UHPC Tee Beam
67.
Research Of The Mechanics Characteristics And Economic Performance On Suitable Type Of Main Girder Of Cable-stayed Bridges With Different Span
68.
Fatigue Reliability Assessment Of Light-weighted Steel-UHPC Composite Bridge Deck Structure
69.
Flexural Test And Finite Element Simulation Of Steel-UHPC Composite Structure
70.
Test And FE Analysis On Bending Performance Of UHPC Waffle Deck
71.
Research On The Interfacial Shear Resistance Of Welded Structure Of The Composite Deck System Composed Of Orthotropic Deck And Ultra-thin UHPC Layer
72.
Research On Bond Performances Between UHPC And Upper Layer
73.
Experimental Study On Debonding Dedection Of The Steel-UHPC Composite Slabs Based On PZT
74.
Comparative Study Of Modal Parameters Of Beam Bridges Incorporating Steel-UHPC Composite Decks And SMA Paved Steel Decks
75.
Fatigue Performance Study Of Transverse Rib WEB In The Composite Deck System Composed Of Orthotropic Steel Deck With Large Longitudinal Ribs And UHPC Layer
76.
Research On Bending Behaviors Of Ultra-high Performance Concrete Considering Damage Effects
77.
Research On U-RC Composite Pier Test Design
78.
Experimental And Theoretical Study On Design Method Of UHPC Beams Based On Multiscale Analysis Of Interfacial Bond Behavior
79.
Research On The Properties Assessment And Sustainable Structural Design Of Ultra-High Performance Concrete With Low Cement Content
80.
Research And Experiment On Bending Behavior Of Wet Joints In Lightweight Composite Deck System Composed Of Orthotropic Steel And UHPC Layer
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