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Keyword [shear-span]
Result: 121 - 140 | Page: 7 of 7
121. Experimental Study On Shear Performance Of Lightweight Ultra-High Performance Concrete Deep Beam
122. Application Of Strut-and-tie Model In Reinforced Concrete Beams With Shear Span Ratio Less Than 2.5
123. Experimental Research On Shear Behavior Of High-strength Reinforced Concrete Beams With UHPC Permanent Formwork
124. Study On Dynamic Shear And Cracking Behavior Of Reinforced Concrete Beam And Influencing Factors
125. Experimental Study On Seismic Performance Of Double Steel Plate Combined Shear Walls With Different Shear-span Ratio
126. Experimental Study On Shear Mechanism Of Reinforced Concrete Beams With Stirrups
127. Experiment And Numerical Simulation Of Seismic Performance Of Inline Thin Steel Plate Composite Shear Wall
128. Experimental Study On Seismic Performance Of Mid-Rise Double Steel Plates-Concrete Shear Walls With Steel Tubes
129. Experimental Research And Numerical Modeling On Seismic Behavior Of Freeze-thaw Low-shear-span-ratio RC Frame Beams
130. Experimental And Finite Element Analysisby Study Of Negative Bending Performance Of Glulam T Beam
131. Seismic Performance Research On Fabricated ECC Shear Wall With Small Shear Span-to-depth Ratio
132. Experimental Study On Seismic Behavior Of Double-Skin High Shear-Span Ratio Composite Wall With L-Shaped Connectors
133. Experimental Study On Shear Performance Of Basalt Fiber Concrete Beams Without Stirrup
134. Mechanical Performance Analysis Of Hybrid Reinforced Shear Wall
135. Experimental And Numerical Simulation Of Cracks In RC Beams Based On DIC Technology
136. Study On Mechanical Performance And Reinforcement Of Opening Hole On Frame Beam
137. Numerical Analysis On Shear Bearing Capacity Of PHC Pipe Pile Under Different Shear Span Ratio And Axial Force
138. Research On The Shear Behavior Of The UHPC Beams With Small Shear Span To Depth Ratios
139. Study On The Main Tensile Stress Of Continuous Span Beam Webs In Shear Span
140. Static Shear Performance And Residual Axial Capacity Of RC Bridge Piers Under Near-ground Lateral Loads
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