On the behavior of low-rise, irregular, dual structure

سال انتشار: 1393
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 725

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شناسه ملی سند علمی:

NCCE08_1064

تاریخ نمایه سازی: 5 مهر 1393

چکیده مقاله:

The Response modification factor R represents a number of structure behaviors including ductility, overstrength and the inherent redundancy. Thus, this factor is to be defined according to the type of lateral force resisting system. However, there are some complexities and/or uncertainties with regard to the codes related to the R factor in terms of height, form of irregularities and structural systems. In the present study, assuming a low-rise, vertically irregular structure with a heliport and a dual structural system, and applying a complete design, including a nonlinear finite element approach, pushover analysis, and implementation of different codes, an extensive investigation of the R factor has been conducted for different orientation of concrete core and/or irregularities in structure. It is expected that with the help of to this wide-ranging study, we can come up with an appropriate and reasonable understanding of the R factor in these types of structures.

نویسندگان

Siamak Khazaei

M.S., Sharif University of technology– Kish Island – Iran

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  • design of structure for damage Seismicه [6]- Reinhorn, A.M. Kunnath, ...
  • - National Earthquake Hazards Reduction Program (NEHRP), (2003), Chapter 4 ...
  • - Tamboli, A. Xing, M. and Ahmed, M. (2004), "Standard ...
  • - Chen, W.F. and Richard Liew. J.Y. (2003), 2nd edition, ...
  • _ National Congress on Civil Engineering, 7-8 May 2014 Babol ...
  • - Krawinkler, H. Alladdin, B. and Nassar, A. (1992), "Seismic ...
  • - Fajfar, P. Vidic, T. and Fichinger, M. (1992), "On ...
  • _ (1992), "Seismic force reduction and displacemet amplification factors" _ ...
  • - Miranda, E. (1992), "Nonlinear response spectra for earthquake resistant ...
  • - Klingner, R.E. (1991), "Current code approaches for earthquake resistant ...
  • - Ghosh, S.K. (1991), _ _ E arthquake-Res istant concrete ...
  • - Uang, C.M. Bruneau, M. Wittaker, A.S. and Tsai, K.C. ...
  • - Moehle, J.P. and Mahin, S.A. (1991), "Observation _ the ...
  • - Pujol, S. Ramirez, J. and A. Sarria, (1999), "Observations ...
  • - Banon, H. M.biggs, J. and Irvine, H.M.e (1981), "Seismic ...
  • - Bertero, V. and Balkema, A.A. (1997), "Performance based seismic ...
  • - Fajfar, P. (2000), _ nonlinear analysis method for performanc ...
  • - Gur, T. Cihan Pay, A. Ramirez, J. A. Sozen, ...
  • - Bruneau, M. Clifton, CH. Macrae, G. Leon, R. and ...
  • - Bracci, J.M. Reinhorn, A.M. and Mander, J.B. (1995), "Seismic ...
  • - Wallace, J. W. (2007), "Modeling issues for tall reinforced ...
  • - U.S. Department of transportation federal aviation administration, FAA, AC ...
  • - Improvement of Nonlinear Static Seismic Analysis Procedures FEMA 440 ...
  • - PERFORM components and elements for perform-3D and p erform- ...
  • - Made A. M. and A. Mirmiran , (1999), "A ...
  • - International Building Code, International code council, Inc, (2003), Virginia ...
  • - PERFORM-3 D, Nonlinear Analysis and Performance Assessment for 3D ...
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