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FIG. 1 shows a perspective view of a conventional reinforced concrete (RC) frame structure for a story in a building; FIG. 2 shows a perspective view of an illustrative embodiment of an RC dense column frame structure for a story in a building; FIG. 3 shows a perspective view of an ill...
(2021). Effect of beam and column dimensions on the behavior of RC beam-column joints. Asian Journal of Civil Engineering, 22, 941–958. https://doi.org/10.1007/s42107-021-00356-1 Article Google Scholar Khan, M. S., Basit, A., & Khan, U. (2021). Seismic upgrade of deficient ...
The floor plan details of the reinforcement and cross-sectional dimensions that were used in the model frame are shown in Fig. 2. The middle column on the A-axis, namely, the side column of the model frame was removed when the model was built in the laboratory, but the corresponding ...
Space Efficiency: The compact dimensions of 690x480x25mm make it ideal for small spaces, suitable for users who work from home or have limited room in their office, such as a small startup like XYZ. Multi-Functional Design: This product serves as both a laptop table and a standing bar,...
A three-span, seven-story frame was used for the analysis and calculations. The span was 4 m, and the story heights were all 3.2 m [32]. The frame beams and columns were Q235 steel, and section dimensions are shown in Table 2. The dead and live loads acting on the structure were ...
Figure 5. Schematic diagram of test setup (dimensions in mm). Figure 6. Lateral loading protocol. The specimen was instrumented with two linear variable differential transformers (LVDTs), one for loading control and the other for displacement recording. One end of the LVDTs were connected to ...
The specimen dimensions were designed to fit into the furnace. The above are all laminated glulam timber specimens made of Douglas fir. The compression modulus of Douglas fir at different temperatures obtained by the material-property test is shown in Table 1. It can be seen that the ...
As FRP cleats crack under prying action, fabricators normally prefer to use steel cleats, rather than FRP, to prevent moisture ingress in the joints for their durability performance [26]. Figure 2. General test arrangement (All dimensions are in mm): (a) Schematic diagram of beam-to-column ...