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SEISMIC BEHAVIOR OF EXTERIOR BEAM-COLUMN JOINT USING MECHANICAL ANCHORAGE UNDER REVERSAL LOADING: AN EXPERIMENTAL STUDY | ||
| Iranian Journal of Science and Technology Transactions of Civil Engineering | ||
| شناسنامه علمی شماره، دوره 38، C2، آبان 2014، صفحه 345-358 اصل مقاله (536.45 K) | ||
| شناسه دیجیتال (DOI): 10.22099/ijstc.2014.2414 | ||
| چکیده | ||
| In reinforced concrete structures, beam-column joints are one of the most critical regions in the areas with moderate and severe seismic prone areas. Proper reinforcement anchorage is essential to enhance the performance of beam-column joints. Congestion of reinforcement and construction difficulty is one of the critical problems while using conventional reinforcement detailing in beam-column joints of concrete structures. An effort has been made to study and evaluate the performance of beam-column joints. The joints are detailed for higher seismic prone areas as per ACI-352 (Mechanical Anchorage), ACI-318 (Conventional Hooks Bent) and IS-456 (Full Anchorage Hooks Bent) along with confinement as per IS-13920 and proposed X-cross plus hair clip bar joint reinforcement. Apart from finding the solution to these problems, significant improvements in seismic performance, ductility and strength were observed while using mechanical anchorage in combination with X-cross plus hair clip bars. To assess the performances of anchorages and joint details, the specimens were assembled into two groups of three specimens each. The specimens were tested under reversal loading and test results were evaluated and presented in this paper. | ||
| کلیدواژهها | ||
| Reinforced concrete structure؛ beam-column connection؛ mechanical anchorage؛ reversal loading | ||
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