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The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures

Year 2018, Volume: 13 Issue: 1, 61 - 64, 01.03.2018

Mustafa Ülker Ercan Işık Mehmet Ülker

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

Ductility High Ductility Steel Structures Performance Steel Cross Braced Frame

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.

Year 2018, Volume: 13 Issue: 1, 61 - 64, 01.03.2018

Mustafa Ülker Ercan Işık Mehmet Ülker

Abstract

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.
There are 1 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section TJST
Authors

Mustafa Ülker

Ercan Işık This is me

Mehmet Ülker

Publication Date March 1, 2018
Submission Date January 11, 2017
Published in Issue Year 2018 Volume: 13 Issue: 1

Cite

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.
AMA Ülker M, Işık E, Ülker M. The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures. TJST. March 2018;13(1):61-64.
Chicago Ülker, Mustafa, Ercan Işık, and Mehmet Ülker. “The Effect of Centric Steel Braced Frames With High Ductility Level on the Performance of Steel Structures”. Turkish Journal of Science and Technology 13, no. 1 (March 2018): 61-64.
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 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, 2018.
ISNAD 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 13/1 (March 2018), 61-64.
JAMA 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, 2018, pp. 61-64.
Vancouver 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):61-4.