Page 124 - Advanced Design Examples of Seismic Retrofit of Structures

116 Advanced Design Examples of Seismic Retrofit of Structures

REFERENCES
[1] FEMA-395, Incremental Seismic Rehabilitation of School Buildings (K-12) Prepared for the
Federal Emergency Management Agency, Washington, DC, USA, (2002).
[2] ASCE, Seismic rehabilitation of existing buildings (ASCE/SEI 41-13), American Society of
Civil Engineers, Reston, VA, USA, 2013.
[3] M. Yekrangnia, A. Mahdizadeh, URM Buildings and Earthquake: In-depth Evaluation of
Earthquake Damages to URM Buildings, State Organization of Schools Renovation Develop-
ment and Mobilization, Tehran, Iran, 2009.
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on Earthquake Engineering, Singapore, 2007.
[6] Iranian National Building Code, Part 8: Design and Construction of Masonry Buildings,
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[7] Standard 2800. Iranian code of practice for seismic resistant design of buildings. Third
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[8] Uniform Building Code (UBC), International Conference of Building Officials, vol. 2, (1997).
[9] Iranian National Building Code (2014), P.L.o.B., Tehran, Iran.
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[11] Yekrangnia M., Bakhshi A., Ghannad M.A., “Force-Displacement Model for Solid Confined
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[13] Abaqus, User’s Manual Version 6.9, Hibbett, Karlsson and Sorensen Inc., Pawtucket, RI, USA,
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[14] ASCE 7-10. American Society of Civil Engineers. (2010). Minimum Design Loads for
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[15] ASCE, Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06), American Society of
Civil Engineers, Reston, VA, USA, 2006.
[16] E.L. Tolles, E.E. Kimbro, W.S. Ginell, Planning and Engineering Guidelines for the Seismic
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[17] M.A. ElGawady, P. Lestuzzi, M. Badoux, Retrofitting of masonry walls using shotcrete,
in: NZSEE Conference, Paper 45, 2006.
[18] D.P. Abrams, J.M. Lynch, Flexural behavior of retrofitted masonry piers, KEERC-MAE Joint
Seminar on Risk Mitigation for Regions of Moderate Seismicity, Illinois, USA, 2001.
[19] L. Kahn, Shotcrete retrofit for unreinforced brick masonry, 8th WCEE, USA, 1984,
pp. 583–590.
[20] F. Karantoni, M. Fardis, Effectiveness of seismic strengthening techniques for masonry
buildings, ASCE 118 (7) (1992) 1884–1902.
[21] S. Bhattacharya, S. Nayak, S.C. Dutta, A critical review of retrofitting methods for unrein-
forced masonry structures, Int. J. Disaster Risk Reduct. 7 (2014) 51–67.
[22] M. ElGawady, P. Lestuzzi, M. Badoux, A review of conventional seismic retrofitting tech-
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[23] D. Abrams, T. Smith, J. Lynch, S. Franklin, Effectiveness of rehabilitation on seismic behavior
of masonry piers, J. Struct. Eng. 133 (1) (2007) 32–43.