EN
The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures
Abstract
The basic functions expected from any structure are generally sufficient
rigidity, ductility and stiffness. In this study, the effect of steel ducts
with high ductility level on the performance of steel structures was
investigated. For this purpose, calculations were made using five different
types of central steel curtains for steel flues of any hospital building.
Period, frequency, modal addition rates, displacement and rotation values are
calculated and compared for each different central steel screen. The aim of the
study is to be informed about the central steel slabs with high ductility level
and to have information about which of the most suitable central steel slabs
will be chosen.
Keywords
References
- 1. Turkish Earthquake Code (2007), Turkish earthquake code-specification for structures to be built in disaster areas, Turkey. 2. Ülker, M., Işık, E., Bakır, D., Karaşin, İ.B., (2016). The effects of concrete strength to rigidity in RC buildings, International Conference on Natural Science and Engineering (ICNASE-2016), Kilis, Turkey 3. ANSI/AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois, USA. 4. Denavit, M. D., Hajjar, J. F., Perea, T. and Leon, R. T. (2016). Seismic performance factors for moment frames with steel-concrete composite columns and steel beams, Earthquake Engineering and Structural Dynamics, 45(10), 1685-1703. 5. Montuori, R., Nastri, E. and Piluso, V. (2015), Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions, Earthquakes and Structures, 8(5), 1191-1214. 6. Petroski, H. J. (1985). Simple models for the stability of a crack in a cantilever beam subject to impact. Engineering Fracture Mechanics, 21(2), 377-381. 7 .Terán-Gilmore, A., Bertero, V. V., Youssef, N. F. (1996). Seismic rehabilitation of infilled non-ductile frame buildings using post-tensioned steel braces. Earthquake spectra, 12(4), 863-882. 8. TS-498 (1997), Design Loads for Buildings, Turkish Standards Institution, Ankara, Turkey. 9. SAP2000 (2015) Integrated Finite Elements Analysis and Design of Structures, Computers and Structures, Inc, Berkeley, CA.
Details
Primary Language
English
Subjects
Engineering
Journal Section
Research Article
Publication Date
March 1, 2018
Submission Date
January 11, 2017
Acceptance Date
March 7, 2017
Published in Issue
Year 2018 Volume: 13 Number: 1
APA
Ülker, M., Işık, E., & Ülker, M. (2018). The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures. Turkish Journal of Science and Technology, 13(1), 61-64. https://izlik.org/JA96FF26RL
AMA
1.Ülker M, Işık E, Ülker M. The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures. TJST. 2018;13(1):61-64. https://izlik.org/JA96FF26RL
Chicago
Ülker, Mustafa, Ercan Işık, and Mehmet Ülker. 2018. “The Effect of Centric Steel Braced Frames With High Ductility Level on the Performance of Steel Structures”. Turkish Journal of Science and Technology 13 (1): 61-64. https://izlik.org/JA96FF26RL.
EndNote
Ülker M, Işık E, Ülker M (March 1, 2018) The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures. Turkish Journal of Science and Technology 13 1 61–64.
IEEE
[1]M. Ülker, E. Işık, and M. Ülker, “The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures”, TJST, vol. 13, no. 1, pp. 61–64, Mar. 2018, [Online]. Available: https://izlik.org/JA96FF26RL
ISNAD
Ülker, Mustafa - Işık, Ercan - Ülker, Mehmet. “The Effect of Centric Steel Braced Frames With High Ductility Level on the Performance of Steel Structures”. Turkish Journal of Science and Technology 13/1 (March 1, 2018): 61-64. https://izlik.org/JA96FF26RL.
JAMA
1.Ülker M, Işık E, Ülker M. The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures. TJST. 2018;13:61–64.
MLA
Ülker, Mustafa, et al. “The Effect of Centric Steel Braced Frames With High Ductility Level on the Performance of Steel Structures”. Turkish Journal of Science and Technology, vol. 13, no. 1, Mar. 2018, pp. 61-64, https://izlik.org/JA96FF26RL.
Vancouver
1.Mustafa Ülker, Ercan Işık, Mehmet Ülker. The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures. TJST [Internet]. 2018 Mar. 1;13(1):61-4. Available from: https://izlik.org/JA96FF26RL