آمار

تعداد نشریات7
تعداد شماره‌ها410
تعداد مقالات5,457
تعداد مشاهده مقاله5,872,498
تعداد دریافت فایل اصل مقاله5,231,155
Ranjbaran, Fariman, Kianibakhsh, Mohammadreza. (1400). Seismic Performance Assessment of Confined Masonry Buildings Based on Displacement. نشریه مهندسی عمران امیرکبیر, 5(2), 225-244. doi: 10.22060/ajce.2021.18224.5666
Fariman Ranjbaran; Mohammadreza Kianibakhsh. "Seismic Performance Assessment of Confined Masonry Buildings Based on Displacement". نشریه مهندسی عمران امیرکبیر, 5, 2, 1400, 225-244. doi: 10.22060/ajce.2021.18224.5666
Ranjbaran, Fariman, Kianibakhsh, Mohammadreza. (1400). 'Seismic Performance Assessment of Confined Masonry Buildings Based on Displacement', نشریه مهندسی عمران امیرکبیر, 5(2), pp. 225-244. doi: 10.22060/ajce.2021.18224.5666
Ranjbaran, Fariman, Kianibakhsh, Mohammadreza. Seismic Performance Assessment of Confined Masonry Buildings Based on Displacement. نشریه مهندسی عمران امیرکبیر, 1400; 5(2): 225-244. doi: 10.22060/ajce.2021.18224.5666

Seismic Performance Assessment of Confined Masonry Buildings Based on Displacement

AUT Journal of Civil Engineering
مقاله 3، دوره 5، شماره 2، شهریور 2021، صفحه 225-244    اصل مقاله (1.74 M)
نوع مقاله: Review Article
شناسه دیجیتال (DOI): 10.22060/ajce.2021.18224.5666
نویسندگان
Fariman Ranjbaran* ؛ Mohammadreza Kianibakhsh
Department of Civil Engineering, Islamic AZAD University (Islamshahr Branch), Islamshahr, Iran
چکیده
Confined masonry buildings exist or are constructed in some countries due to low cost, simplicity of construction, easy access to materials, and no need for a professional workman. Experience from past earthquakes shows that poor quality of construction and nominal designs are some reasons for the seismic vulnerability of this kind of structure. One of the nominal values in the codes for the design of masonry buildings is the density of masonry walls or the ratio of the area of walls to the area of the plan regardless of the structural features. In this study using the existing constitutive behavior of confined masonry walls and nonlinear static analysis in the form of Acceleration-Displacement Response Spectra (ADRS), the various plans with different densities of walls as prototypes models are assessed for design spectrum presented in standard No. 2800 with a return period of 475 years. For this purpose, the maximum drift of walls at the performance-point of models is compared with various limit states. The results show that based on the value of wall density the seismic behavior of models varies from linear to nonlinear response and the determination of density of walls in the confined masonry buildings for each limit state depends on the characteristics of the wall and several stories. This method could be recommended for the performance-based design of confined masonry buildings.
کلیدواژه‌ها
Confined masonry؛ Displacement based؛ Performance point؛ Numerical model, Wall density
مراجع
  1. Brzev, Earthquake-Resistant Confined Masonry Construction, National Information Center of Earthquake Engineering, Kanpur, 2007.
  2. Eurocode 8, Design Procedures for Earthquake Resistance of Structures, Part 1-3: General Rules-Specific Rules for Various Materials and Elements, Brussels, 1996.
  3. Franch, G. Morbelli, M. Inostroza, R. Gorid, A seismic vulnerability index for confined masonry shear wall buildings and a relationship with the damage, Journal of Engineering Structures, 30 (2008) 2605–2612.
  4. Alcocer, JG. Arias, LE. Flores, Some Developments on Performance-Based Seismic Design of Masonry Structures, PEER 2004/05, Pacific Earthquake Engineering Research Center, 2004.
  5. Ruiz-Garcia, M. Negrete, Drift-based fragility assessment of confined masonry walls in seismic zones, Journal of Engineering Structures, 31 (2009) 170-181.
  6. Ranjbaran, M. Hosseini, Seismic vulnerability assessment of confined masonry wall buildings, Earthquakes and Structures, 7(2) (2014) 201-216.
  7. Terán-Gilmore, O. Zuñiga-Cuevas, J. Ruiz-García, Displacement-based seismic assessment of low-height confined masonry buildings, Earthquake Spectra, 25(2) (2009) 439-464.
  8. Bilgin, E. Huta, Earthquake performance assessment of low and mid-rise buildings: Emphasis on URM buildings in Albania, Earthquakes and Structures, 14(6) (2018).
  9. Eshghi, K. Pourazin, Performance-Based Seismic Design of a Confined Masonry Building, The Masonry Society Journal, 31(1) (2013).
  10. Lourenco, J. Rots, J. Blaauwendraad, Continuum model for masonry: Parameter estimation and validation, Journal of structural engineering, 124(6) (1998) 642- 652.
  11. Riahi, K. Elwood, S.M. Alcocer, Backbone model for confined masonry walls for performance-based seismic design, Journal of structural engineering, 135(6) (2009) 644-654.
  12. E. Flores, S.M. Alcocer, Calculated response of confined masonry structures, 11th World conf. on Earthquake Engineering, 1996.
  13. O. Moroni, M. Astroza, S. Tavonatti, Nonlinear models for shear failure in confined masonry walls, TMS Journal, (1994) 72-78.
  14. Ranjbaran, M. Hosseini, S. Soltani, Simplified formulation for modeling the nonlinear behavior of confined masonry walls in seismic analysis, Int J. Architect. Herit. 6(3) (2012) 259-289.
  15. Ranjbaran, M. Hosseini, A simplified behavioral model for nonlinear seismic analysis of confined masonry walls, 9th US National and 10th Canadian Conference on Earthquake Engineering, 2010.
  16. Standard No. 2800. Iranian Code of Practice for Seismic Resistant Design of Buildings, Tehran, Iran, 4th Edition, 2015.
  17. Moroni, M. Astroza, C. Acevedo, Performance and seismic vulnerability of masonry housing types used in Chile, Journal of Performance of Constructed Facilities, 18(3) (2004) 173-179.
  18. Kallioras, F. Graziotti, A. Penna, Numerical assessment of the dynamic response of a URM terraced house exposed to induced seismicity, Bulletin of Earthquake Engineering, 17 (2019) 1521–1552.
  19. Pourazin, S. Eshghi, Experimental and Analytical studies for development of capacity curve in a confined masonry wall, Journal of Performance for constructed Facilities, CF.1943-5509.0000076 (2009).
  20. ATC 40, Seismic Evaluation and Retrofit of Concrete Buildings, Applied Technology Council, Redwood, California, 1996.
  21. DIANA, DIANA Finite Element Analysis, user's Manual-Element Library, TNO Building and Construction Research, Delft, 2005.
  22. OpenSees, OpenSees command language manual, pacific earthquake engineering research center, University of California, Berkeley, 2006.
  23. Marinilli, E. Castilla, Experimental evaluation of confined masonry walls with several confining-columns, 13th world conference on Earthquake Engineering, 2004.
  24. Calderini, S. Cattari, S. Lagomasino, The use of the diagonal test to identify the shear mechanical parameters of masonry, Construction and Building Materials, 24 (2010) 677-685
  25. Tomazevic, Earthquake Resistant Design of Masonry Buildings, Imperial college press, 1999.
  26. M. Alcocer, J. Ruiz, A. Pineda, A. Zepeda, Retrofitting of confined masonry walls with welded wire mesh, Eleventh world conference on earthquake engineering, 1996.
  27. Salonikios, C. Karakostas, V. Lekidis, A. Anthoine, Comparative inelastic pushover analysis of masonry frame, Journal of Engineering Structures, 25 (2003) 1515-1523.
  28. Marino, S. Cattari, S. Lagomarsino, Are the nonlinear static procedures feasible for the seismic assessment of irregular existing masonry buildings? Engineering Structures, 200 (2019) 1-16.
  29. Ranjbaran, A.R. Kiyani, Seismic vulnerability assessment of confined masonry buildings based on ESDOF, Earthquakes and Structures, 12(5) (2017) 489-499.
  30. FEMA 356, Prestandard and commentary for the seismic rehabilitation of buildings, American society of civil engineers, 2000.
آمار
تعداد مشاهده مقاله: 445
تعداد دریافت فایل اصل مقاله: 428


سامانه مدیریت نشریات علمی. طراحی و پیاده سازی از سیناوب