SHEAR-BAR FOR REINFORCED CONCRETE CONSTRUCTION.CHARLES T. LINDSAY
of beam reinforcement and shear strength of beam-column joint, as well as design criteria on structural performance of R/C exterior beam-column joint.Kiyo... K Masuo,M Adachi - 《Journal of Structural & Construction Engineering》 被引量: 0发表: 2008年 加载更多来源...
The eventual precasting of the complete superstructure at Brindley Road created some detail problems of shear transfer through the joints between the elements forming the precast beams. The wall element-joint problem was dealt with by castellating the faces of the joints, introducing a reinforcement ...
In addition, the diameter of the grouted sleeve is preferred to be within the range of 2.5db-4db to increase the bonding, decrease the slipping, and increase the construction tolerance of the dowel bar. Furthermore, the bolted dowel connection system can reduce the slip in the connection. 7...
A hold-down construction for a shear used for shearing workpieces from an elongated metal member including an elongated beam having first and second ends and a central portion therebetween, a hold- down assembly mounted on the central portion, a pivotal connection between the first end of the be...
This paper discusses the seismic performance of five reduced-scale shear walls, including one cast-in-place (CIP) concrete shear wall, two precast concrete (PC) shear walls with overlapping U-bar loop connections, and two PC shear walls with modified for
It aims at the vulnerability assessment of recent RC construction in Pakistan that still needs to be assessed. Research work starts with calibration of panel zone element (PERFORM 3D) depicting joint shear degradation, while comparing the analytical results with experimental work, found in the ...
International Joint Conference of Artificial Intelligence 14 (2), 1137-1145. [26] Kulhawy, F.H., Mayne, P.W., 1990. Manual on Estimating Soil Properties for Foundation Design (No. EPRI-EL-6800). Electric Power Research Inst., Palo Alto, CA (USA); Cornell Univ., Ithaca, NY (USA)...
Effects of different design factors on the shear performance of assembled steel–concrete composite beam with local laminated joint 2022, Structures Citation Excerpt : Compared with using the hook and rectangular plate at the end of steel reinforcement, the straight steel bar located in the wet joint...
The ratio of longitudinal CFRP reinforcement at the bottom had no significant effect on the shear capacity of the test beams. Although the FRP bar has a great advantage over the steel bar in tensile strength, the lower elastic modulus of the FRP bar is the fundamental reason for the ...