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CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES

Yıl 2018, Cilt: 6 Sayı: ozel, 57 - 66, 01.12.2018

Mustafa Zorlu Bülent Akbaş J. Jay Shen Onur Şeker

Öz

Traditionally, lateral stiffness and strength of the gravity frames in steel buildings are neglected in structural analysis. During the past earthquakes, such as Northridge, USA, 1994 and Kobe, Japan, 1995, unexpected failures were detected at beam-to-column connections of steel moment resisting frames (MRFs). In the aftermath of these earthquakes, extensive research has been carried out to reveal the causes of these failures. Based on the detailed observations, it is likely that the reserve capacity provided by the gravity frames prevented the highly damaged steel buildings from collapsing, since majority of the moment-resisting connections failed prematurely during the Northridge earthquake (1994). Even though the influence of gravity frames (GFs) on structural behavior can be substantial, little attention is paid to evaluate its impact on structural response. With this paper, the contribution of interior GFs in seismic performance of special moment resisting steel frames (SMRFs) is evaluated. For this purpose, 4- and 9-story SMRFs were designed in accordance with the requirements of Draft Turkish Seismic Code (2016). The frames are, then, subjected to incremental dynamic analysis. To evaluate the contribution of the interior GFs on the overall seismic performance of structural system, inelastic behavior of shear tab (simple) connections at beam-to-gravity-only columns were idealized as semi-rigid joints. A general purpose structural analysis software, ETABS, is utilized for the analyses. The results of the study are presented in terms of story drifts, base shear vs. roof displacement.

Anahtar Kelimeler

Gravity-only frames steel moment frames seismic design

Kaynakça

  • TSC 2016, Draft Turkish Seismic Code for Buildings, Turkey Federal Emergency Management Agency (AFAD), Ankara, 2016.
  • AISC 360, Specification for Structural Steel Buildings, AISC 360–10, American Institute of Steel Construction Inc, Chicago, IL, 2010.
  • ASCE 7, Minimum Design Loads for Buildings and Other Structures, ASCE 7–10, American Society of Civil Engineers, Virginia, 2010.
  • ASCE/SEI 41, Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-13, American Society of Civil Engineers, Virginia, 2013.
  • J. Shen, T.A. Sabol, B. Akbas, N. Sutchiewcharn, Seismic Demand on Column Splices in Steel Moment Frames, Engineering Journal Fourth Quarter (2010) 223.
  • J. Shen, C. Carter, B. Akbas, N. Sutchiewcharn, R. Wen, Seismic performance evaluation of braced frames with and without design ductility, Technical Report Submitted to American Institute of Steel Construction, 2012.
  • R. Wen, B. Akbas, J. Shen, Practical moment-rotation relations of steel shear tab connections, J. Constr. Steel Res. 88 (2013) 296–308.
  • R. Wen, B. Akbas, N. Sutchiewcharn, J. Shen, Inelastic behaviors of steel shear tab connections, Struct. Des. Tall Special Build. 23 (2014) 929–946.
  • J. Shen, R. Wen, B. Akbas, O. Seker, E. Uckan, Near-collapse behavior of steel buildings with non-ductile concentrically braced frames, connections, J. Constr. Steel Res. 113 (2015) 101-114.
  • J. Shen, R. Wen, B. Akbas, B. Doran, E. Uckan, Seismic Demand on brace-intersected beams in two-story story X-braced frames, Engineering Structures 76 (2014) 295-312.
  • F.X. Flores, J.A. Jarrett, F.A. Charney, The Influence of Gravity-Only Framing on the Performance of Steel Moment Frames, 15 WCEE LISSOA (2012).
  • D. Vamvatsikos, C.A. Cornell, The Incremental Dynamic Analysis and Its Application to Performance-Based Earthquake Engineering, 12th Europ. Conf. on Earthquake Engineering Paper Ref. 479.
  • ETABS (2016), Integrated Building Design Software, version 16.1.0, Computers and Structures, Berkeley, CA.
  • Lui J, Astaneh-Asl A. Cyclic testing of simple connections including effects of slab. Journal of Structural Engineering 2000; 126(1):32–39. DOI: 10.1061/(ASCE)0733-9445(2000)126:1(32).
  • Lui, Judy, and Abolhassan Astaneh-Asl. "Moment-rotation parameters for composite shear tab connections." Journal of Structural Engineering 130.9 (2004): 1371-1380.
  • FEMA. (2000). “FEMA 355C: State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Motion Shaking.” H. Krawinkler, ed., Federal Emergency Management Agency, Washington, D.C.
Toplam 16 adet kaynakça vardır.

Ayrıntılar

Bölüm Makaleler
Yazarlar

Mustafa Zorlu Bu kişi benim

Bülent Akbaş Bu kişi benim

J. Jay Shen Bu kişi benim

Onur Şeker Bu kişi benim

Yayımlanma Tarihi 1 Aralık 2018
Yayımlandığı Sayı Yıl 2018 Cilt: 6 Sayı: ozel

Kaynak Göster

APA Zorlu, M., Akbaş, B., Shen, J. J., Şeker, O. (2018). CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES. Eskişehir Teknik Üniversitesi Bilim Ve Teknoloji Dergisi B - Teorik Bilimler, 6(-), 57-66.
AMA Zorlu M, Akbaş B, Shen JJ, Şeker O. CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES. Estuscience - Theory. Aralık 2018;6(-):57-66.
Chicago Zorlu, Mustafa, Bülent Akbaş, J. Jay Shen, ve Onur Şeker. “CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES”. Eskişehir Teknik Üniversitesi Bilim Ve Teknoloji Dergisi B - Teorik Bilimler 6, sy. - (Aralık 2018): 57-66.
EndNote Zorlu M, Akbaş B, Shen JJ, Şeker O (01 Aralık 2018) CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES. Eskişehir Teknik Üniversitesi Bilim ve Teknoloji Dergisi B - Teorik Bilimler 6 - 57–66.
IEEE M. Zorlu, B. Akbaş, J. J. Shen, ve O. Şeker, “CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES”, Estuscience - Theory, c. 6, sy. -, ss. 57–66, 2018.
ISNAD Zorlu, Mustafa vd. “CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES”. Eskişehir Teknik Üniversitesi Bilim ve Teknoloji Dergisi B - Teorik Bilimler 6/- (Aralık 2018), 57-66.
JAMA Zorlu M, Akbaş B, Shen JJ, Şeker O. CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES. Estuscience - Theory. 2018;6:57–66.
MLA Zorlu, Mustafa vd. “CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES”. Eskişehir Teknik Üniversitesi Bilim Ve Teknoloji Dergisi B - Teorik Bilimler, c. 6, sy. -, 2018, ss. 57-66.
Vancouver Zorlu M, Akbaş B, Shen JJ, Şeker O. CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES. Estuscience - Theory. 2018;6(-):57-66.