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

Yıl 2018, Cilt: 13 Sayı: 1, 61 - 64, 01.03.2018

Öz

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.

Kaynakça

  • 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.
Yıl 2018, Cilt: 13 Sayı: 1, 61 - 64, 01.03.2018

Öz

Kaynakça

  • 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.
Toplam 1 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm TJST
Yazarlar

Mustafa Ülker

Ercan Işık Bu kişi benim

Mehmet Ülker

Yayımlanma Tarihi 1 Mart 2018
Gönderilme Tarihi 11 Ocak 2017
Yayımlandığı Sayı Yıl 2018 Cilt: 13 Sayı: 1

Kaynak Göster

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. Mart 2018;13(1):61-64.
Chicago Ülker, Mustafa, Ercan Işık, ve 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, sy. 1 (Mart 2018): 61-64.
EndNote Ülker M, Işık E, Ülker M (01 Mart 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, ve M. Ülker, “The Effect of Centric Steel Braced Frames with High Ductility Level on the Performance of Steel Structures”, TJST, c. 13, sy. 1, ss. 61–64, 2018.
ISNAD Ülker, Mustafa vd. “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 (Mart 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 vd. “The Effect of Centric Steel Braced Frames With High Ductility Level on the Performance of Steel Structures”. Turkish Journal of Science and Technology, c. 13, sy. 1, 2018, ss. 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.