Relative Slip - Globe Thesis

Keyword [Relative Slip] Result: 1 - 20 \| Page: 1 of 2
1.	The Analysis Of Crack For Continuously Reinforcement Concrete Pavement In Cold Area
2.	Study On Mechanical Behavior And Cable Force Of Segment Construction External Prestressing Bridge
3.	The Inner Fill Outsourcing Steel Tube Concrete Columns Bearing Capacity Analysis
4.	Study On Settlemtnt Calulation Method For Composite Ground Under Flexible Foundation
5.	The Analysis Method Of Settlement For Gravel Pile Composite Ground Under Flexible Foundation
6.	Composite Modes And Experimental Study On Basic Performance Of GluBam-Concrete Composite Beams
7.	Experimental Studies On Mechanical Performance Of Corrugated Perforated Plate Connectors In Continuous Composite Beams
8.	Deformation Mechanism And Settlement Analysis Method Of The Gravel Pile Composite Ground Under Embankment
9.	Experimental Study On Slip Performance Of The Steel-encased Concrete Composite C-beam
10.	Experimental Study On Bending Performance Of C-Section Checkered Steel-Encased Concrete Composite Beam With Laminated Slab
11.	Study On The Effect Of Slip On The Bearing Capacity Performance Of High-strength Steel-encased Concrete Composite Continuous Beams
12.	On The Study Of Negative Moment Area Of New Type Steel-encased Concrete Composite Beams
13.	Finite Element Analysis Of Mindlin Solution And Solution Of Single Pile With Cap
14.	Self-loosening Mechanism Of Single/Double Bolted Joints Under Dynamic Shear Load
15.	Study On Relative Slip Between Wires And Damage Identification Of Stayed Cables
16.	Experimental Study On Shear Performance Of New Connectors Of Prefabricated GluBam-Concrete Composite Beams
17.	Experimental Study On Bonding Properties Of Two Grades Of Rubber Concrete And Steel Bars
18.	Experimental Study On Bond Behavior Of Concrete-filled Precast Concrete Tubular Column
19.	Guide Roller's Ideal Surface And Its Driving Characteristics In Through-feed Superfinishing Of Tapered Rollers
20.	Finite Element Analysis Of-externally Prestressed Tendons Considering Influence Of Relative Slip
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