shear-span - Globe Thesis

Keyword [shear-span] Result: 1 - 20 \| Page: 1 of 7
1.	Research On Seismic Behavior Of High Strength Reinforced Concrete Frame Columns In Large-scale Thermal Power Plants
2.	Experimental Study On Shear Strength Of Super High-strength Concrete Unconstrained Beams Under Point Load
3.	Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams With Web Reinforcement When Shear-Span Ratio Is 1.5
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.	Experiment Research And Finite Element Analysis Of Simply Supported Beams Without Web Reinforcement When Shear-Span Ratio Is 1.5
11.	Study On Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams Without Web Reinforcement When Shear-Span Ratio Is 2.5
12.	Shear Performance Of Reinforced High-strength Lightweight Aggregate Concrete Beams
13.	Studies On Integrate Axial Compression Ratio And Shear Span To Depth Ratio For Aseismic Design Of Columns Of Frame Structures
14.	Experimental Research On The Shearing Capacity Of Recycled Concrete Beams Without Stirrups
15.	Effect Of Longitudinal Reinforcement Distribution On Shear Behavior Of Deep Flexural RC Beam When Shear-Span Ratio Is 1.5
16.	Influence Of Longitudinal Reinforcement Ratio On Shear Behavior Of Simply Supported Beams With Web Reinforcement When Shear-Span Ratio Is 1.5
17.	Analyses On Shear Capacity Of Short Pier Shear Wall Structures
18.	Experimental Study On Shear Behavior Of Steel-Concrete Composite Beams Under Negative Moment
19.	Study On The Shear Strength Of Prestressed RPC Girders
20.	Study On Effect Of Stirrup Ratio On Steel Reinforced High-strength Concrete When Shear-Span Ratio Is 5
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