Matches in SemOpenAlex for { <https://semopenalex.org/work/W4378895400> ?p ?o ?g. }
- W4378895400 endingPage "763" @default.
- W4378895400 startingPage "746" @default.
- W4378895400 abstract "Fiber-reinforced polymer (FRP) tube-concrete-encased steel (FTCES) column shows excellent strength, stiffness and ductility owing to composite action. However, its practical application is very limited because there is a lack of knowledge on the behaviour of the entire structural system, which includes the beam-column joint. Indeed, the design of the connection between FTCES columns and beams is the most challenging task, which governs the reliability and safety of the entire structural system. To fill up the research gap, a novel demountable beam-column joint was proposed to connect the FTCES columns and reinforced concrete (RC) frame beams using high-strength bolts. The joint consisted of two cover plates, two steel ring plates, two connecting beams (with end plates) and a hollow steel tube infilled with core concrete. A total of four specimens were designed to study the seismic behaviour of the proposed joint, considering the effect of the steel tube / plate (ring plate and flange of connecting beams) thickness and the axial load ratio. Test results showed that the proposed demountable joint could provide an effective and simple connection with favourable seismic performance. Besides, with thinner steel tube and steel plate, specimen failed due to steel fracture in the joint region and few minor cracks were observed on the RC beams. Under this circumstance, the material strength of RC beams was not fully utilized, leading to smaller peak load. For specimens with thicker steel tube and steel plate, the failure was due to serious concrete crushing on the RC beams and excellent seismic performance was achieved. Lastly, an analytical model was proposed to estimate the peak load of the joint and by comparison, it is concluded that the proposed model could give a very accurate prediction." @default.
- W4378895400 created "2023-06-01" @default.
- W4378895400 creator A5006935026 @default.
- W4378895400 creator A5007565185 @default.
- W4378895400 creator A5054149067 @default.
- W4378895400 creator A5066909800 @default.
- W4378895400 creator A5080984005 @default.
- W4378895400 creator A5085173345 @default.
- W4378895400 date "2023-08-01" @default.
- W4378895400 modified "2023-10-02" @default.
- W4378895400 title "Seismic behaviour of a novel demountable joint connecting FTCES columns and RC beams" @default.
- W4378895400 cites W2000010723 @default.
- W4378895400 cites W2007948543 @default.
- W4378895400 cites W2049154081 @default.
- W4378895400 cites W2489779616 @default.
- W4378895400 cites W2497732411 @default.
- W4378895400 cites W2742498139 @default.
- W4378895400 cites W2886221945 @default.
- W4378895400 cites W2907645317 @default.
- W4378895400 cites W2943608483 @default.
- W4378895400 cites W2945328776 @default.
- W4378895400 cites W2949249098 @default.
- W4378895400 cites W2970802716 @default.
- W4378895400 cites W2984091060 @default.
- W4378895400 cites W2988518820 @default.
- W4378895400 cites W2990217636 @default.
- W4378895400 cites W2999247460 @default.
- W4378895400 cites W3001136362 @default.
- W4378895400 cites W3004182865 @default.
- W4378895400 cites W3008026934 @default.
- W4378895400 cites W3008482995 @default.
- W4378895400 cites W3008702405 @default.
- W4378895400 cites W3009030459 @default.
- W4378895400 cites W3013323328 @default.
- W4378895400 cites W3019310498 @default.
- W4378895400 cites W3020201970 @default.
- W4378895400 cites W3021027049 @default.
- W4378895400 cites W3031476388 @default.
- W4378895400 cites W3036333444 @default.
- W4378895400 cites W3105732547 @default.
- W4378895400 cites W3110220057 @default.
- W4378895400 cites W3125617896 @default.
- W4378895400 cites W3128396935 @default.
- W4378895400 cites W3129110655 @default.
- W4378895400 cites W3133846098 @default.
- W4378895400 cites W3143803072 @default.
- W4378895400 cites W3160347589 @default.
- W4378895400 cites W3165485653 @default.
- W4378895400 cites W3165740434 @default.
- W4378895400 cites W3184021683 @default.
- W4378895400 cites W3188580540 @default.
- W4378895400 cites W3192700110 @default.
- W4378895400 cites W3194455800 @default.
- W4378895400 cites W3198902131 @default.
- W4378895400 cites W3201362845 @default.
- W4378895400 cites W4200013422 @default.
- W4378895400 cites W4200052429 @default.
- W4378895400 cites W4200260069 @default.
- W4378895400 cites W4200493856 @default.
- W4378895400 cites W4205431243 @default.
- W4378895400 cites W4213418677 @default.
- W4378895400 cites W4220963367 @default.
- W4378895400 cites W4221040737 @default.
- W4378895400 cites W4224134292 @default.
- W4378895400 cites W4226137322 @default.
- W4378895400 cites W4280515759 @default.
- W4378895400 cites W4281719664 @default.
- W4378895400 cites W4281753802 @default.
- W4378895400 cites W4283071426 @default.
- W4378895400 cites W4283516922 @default.
- W4378895400 cites W4285384445 @default.
- W4378895400 cites W4296202382 @default.
- W4378895400 cites W4307955355 @default.
- W4378895400 cites W4308321967 @default.
- W4378895400 cites W4309709570 @default.
- W4378895400 cites W4312063599 @default.
- W4378895400 cites W4313405008 @default.
- W4378895400 cites W4320523695 @default.
- W4378895400 cites W4320713587 @default.
- W4378895400 cites W4321004849 @default.
- W4378895400 cites W4321196306 @default.
- W4378895400 cites W4321485761 @default.
- W4378895400 cites W4353110475 @default.
- W4378895400 cites W4364376472 @default.
- W4378895400 cites W4365137187 @default.
- W4378895400 cites W4366506483 @default.
- W4378895400 cites W4378212016 @default.
- W4378895400 cites W4379879220 @default.
- W4378895400 doi "https://doi.org/10.1016/j.istruc.2023.05.071" @default.
- W4378895400 hasPublicationYear "2023" @default.
- W4378895400 type Work @default.
- W4378895400 citedByCount "3" @default.
- W4378895400 countsByYear W43788954002023 @default.
- W4378895400 crossrefType "journal-article" @default.
- W4378895400 hasAuthorship W4378895400A5006935026 @default.
- W4378895400 hasAuthorship W4378895400A5007565185 @default.
- W4378895400 hasAuthorship W4378895400A5054149067 @default.
- W4378895400 hasAuthorship W4378895400A5066909800 @default.