Warianty tytułu
Języki publikacji
Abstrakty
Concrete-filled double-skin steel tube (CFDST) attracts attention from researchers for it exhibits high strength, good ductility and energy dissipation capacity. In this paper, CFDST frame with beam-only-connected precast reinforced concrete shear wall system is pro-posed, and all the joints used high-strength bolt connection to realize fully-prefabricated construction. Three specimens were tested to obtain the seismic performance and coopera-tive mechanism of such proposed systems, and the contribution of beam-only-connected precast reinforced concrete shear wall (BRW) was quantified by comparing the results of these specimens. The results show that: (1) the BRW cooperated well with the CFDST frames, and it significant enhanced the lateral stiffness and strength of the CFDST frame; (2) all specimens tolerated more than 4% inter-story drift ratio, indicating that the specimens have good lateral deformation capacity; (3) the specimen with two pieces of BRW (BF-BRW-B) exhibited better ductility ratio by comparing with the specimen without BRW (BF) and with only one piece of BRW (BF-BRW-A); (4) relative brittle failure was occurred on the BRW in BF-BRW-A due to the shear force, which resulted in significant strength degradation and ductility reduction of the specimen, but two BRWs in BF-BRW-B could mitigate such situations. Lastly, equations were proposed to predict the lateral resistance of the test specimens.
Czasopismo
Rocznik
Tom
Strony
967--980
Opis fizyczny
Bibliogr. 35 poz., fot., rys., tab., wykr.
Twórcy
autor
- School of Civil Engineering, Chang'an University, Xi'an 710061, China, hyi_1991@163.com
autor
- School of Civil Engineering, Chang'an University, Xi'an 710061, China, zhaojh@chd.edu.cn
autor
- School of Civil Engineering, Chang'an University, Xi'an 710061, China
autor
- School of Civil Engineering, Chang'an University, Xi'an 710061, China
Bibliografia
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- [5] Y.H. Wang, G.B. Lu, X.H. Zhou, Experimental study of the cyclic behavior of concrete-filled double skin steel tube columns subjected to pure torsion, Thin-walled Structures 122 (2018) 425–438.
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- [27] L.Q. Jiang, H. Zheng, Y. Hu, Seismic behaviour of a steel frame partially infilled with precast reinforced concrete wall, Advances in Structural Engineering 19 (10) (2016) 1637–1649.
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Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-0ded7013-d13a-4908-a93c-ca0dc60e6a35