Results 51 to 60 of about 1,260 (117)
Following the Northridge and Kobe earthquakes, research has increasingly focused on achieving high ductility in beam-to-column connections. This study investigates the seismic performance of connections featuring widened beam-end flanges in mid-flange H ...
Tigist Demssice Gemechu, Linfeng Lu
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Imparting Ductility to FRP-Reinforced Concrete Beams Through Compression Zone Confinement
In recent decades, fiber-reinforced polymer (FRP) bar-reinforced concrete (FRP-RC) beams have attracted considerable attention as a corrosion-free beam form.
Shi-Shun Zhang +2 more
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Ductility of externally prestressed continuous concrete beams
Ductility is a desirable structural property that allows stress redistribution and provides warning of impending failure. Factors affect the ductility of beams prestressed with external FRP tendons are different than those affect the ductility of ordinary bonded prestressed concrete beams due to lack of bond and linear stress-strain relationship of FRP
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Strength and Ductility of Concrete Encased Composite Beams
Experimental research was conducted to investigate the structural behavior of concrete-encased composite beams. Specimens were tested under lateral loading. The test results indicate that the behavior and failure mode of the beam are greatly affected by the steel beam core. The beams showed highly ductile behavior.
Ammar A. Ali +2 more
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Performance of Laced Reinforced Concrete Beams with Different Ratios of Glass Fiber
This research experimentally studied the performance of laced reinforced concrete (LRC) beams with different ratios of glass fiber subjected to bending loads.
Khalid Mohammed Breesem +2 more
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This research designed a partial prestressed concrete beam-column with reinforced concrete interior joint, using square columns of 400/400 mm, reinforcement 6 D16 + 4D13, section beam 250/400 mm, tensile reinforcement 5 D13, compression reinforcement 3 ...
Astawa Made Dharma +2 more
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The seismic performance of RC columns can considerably be improved through the use of continuous spiral reinforcement in terms of ductility and energy dissipation capacity.
Mohammadamin Azimi +4 more
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Flexural Strength And Ductility Improvement Of Nsc Beams
In order to calculate the flexural strength of normal-strength concrete (NSC) beams, the nonlinear actual concrete stress distribution within the compression zone is normally replaced by an equivalent rectangular stress block, with two coefficients of α and β to regulate the intensity and depth of the equivalent stress respectively.
Jun Peng, Johnny Ching Ming Ho
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The performance of beam supports is essential for seismic resilience, particularly under the Strong Column–Weak Beam (SCWB) principle. To improve construction efficiency, steel deck-based composite slabs are increasingly adopted as alternatives to ...
Brihaspati Brihaspati +3 more
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A two-story and one bay specimen of innovative PEC column (weak axis)–reduced section steel beam composite frame with end-plate connection by 1/2 scale was designed and fabricated, which represented bottom two stories of composite frame, and the pseudo ...
Youzhen FANG +4 more
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