span ratio - Globe Thesis

Keyword [span ratio] Result: 1 - 20 \| Page: 1 of 10
1.	Experimental Study On Shear Strength Of Super High-strength Concrete Unconstrained Beams Under Point Load
2.	Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams With Web Reinforcement When Shear-Span Ratio Is 1.5
3.	Experimental Investigation Of The Model And Analysis On Two-hinged Flat Arch Bridge
4.	Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Simply Supported Beams With Web Reinforcement When Shear-Span Ratio Is 1.5
5.	Research Of Test On The Shear Resistance Of Concrete-Filled Steel Tube Column
6.	Nonlinear Sectional Analysis Of RC Beams With The Effect Of Shear
7.	Study Of Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams Without Web Reinforcement When Shear-Span Ratio Is 1.5
8.	Property And Load-bearing Ultimate Capacity Analysis Of Special-shaped Columns Under Loading
9.	Nonlinear Analysis Of R/C Sections Based On MCFT
10.	Seismic-resistant Behaviors Analysis Of The L-shaped Reinforced Concrete Column Subjected To Biaxial Loading
11.	Experiment Research And Finite Element Analysis Of Simply Supported Beams Without Web Reinforcement When Shear-Span Ratio Is 1.5
12.	Study On Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams Without Web Reinforcement When Shear-Span Ratio Is 2.5
13.	Study On The Stability Behavior Of Cable-arch Structures
14.	Shear Performance Of Reinforced High-strength Lightweight Aggregate Concrete Beams
15.	Research On Shape And Construction Of Four-Lane Highway Tunnel
16.	Effect Of Longitudinal Reinforcement Distribution On Shear Behavior Of Deep Flexural RC Beam When Shear-Span Ratio Is 1.5
17.	The Research On Vibration Reducing Performance Of Single Layer Ellipse Lattice Shell Installed Buckling Restrained Braces
18.	Influence Of Longitudinal Reinforcement Ratio On Shear Behavior Of Simply Supported Beams With Web Reinforcement When Shear-Span Ratio Is 1.5
19.	Analyses On Shear Capacity Of Short Pier Shear Wall Structures
20.	Experimental Study On Shear Behavior Of Steel-Concrete Composite Beams Under Negative Moment
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